JPH05321461A - Column clamp - Google Patents

Column clamp

Info

Publication number
JPH05321461A
JPH05321461A JP15432292A JP15432292A JPH05321461A JP H05321461 A JPH05321461 A JP H05321461A JP 15432292 A JP15432292 A JP 15432292A JP 15432292 A JP15432292 A JP 15432292A JP H05321461 A JPH05321461 A JP H05321461A
Authority
JP
Japan
Prior art keywords
tightening
corner forming
column
columnar
clamp
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
Application number
JP15432292A
Other languages
Japanese (ja)
Other versions
JPH0819766B2 (en
Inventor
Michiaki Kondou
理昭 近藤
Shigeo Hayashi
茂雄 林
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.)
CHUO BIRUTO KOGYO KK
CHUO BUILD IND
Original Assignee
CHUO BIRUTO KOGYO KK
CHUO BUILD IND
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 CHUO BIRUTO KOGYO KK, CHUO BUILD IND filed Critical CHUO BIRUTO KOGYO KK
Priority to JP4154322A priority Critical patent/JPH0819766B2/en
Publication of JPH05321461A publication Critical patent/JPH05321461A/en
Publication of JPH0819766B2 publication Critical patent/JPH0819766B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PURPOSE:To allow the column form panel of a building or the like to be pressed from the outside as a set of unit without using a square bar, a batter member, a wedge or the like, and enable fine adjustment in a very simple way according to the thickness of a column. CONSTITUTION:A column clamp 1 is formed of two sets of angular part forming frames 2 each set of which is formed of two column members 3a, 3b foldable and changeable in the angular part forming positions. At least one of column members 3a, 3b in each set of angular part forming frames 2 is provided with clamping members 8, 9 at its end part. Fine clamping adjustment is performed by these clamping members 8, 9.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、ビルディング等の建
築物の柱を形成する為の型枠パネルを支持する柱クラン
プ、あるいはコラムクランプに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a column clamp or a column clamp for supporting a formwork panel for forming a column of a building or the like.

【0002】[0002]

【従来の技術】ビルディング等の建築物の柱の形成に
は、型枠パネルと型枠パネルを支持するバタ材や角材等
が必要であった。従来は、ビルディング等の柱の形成に
おいては、柱の型枠パネルをバラバラのバタ材や角材に
よって、その周囲を囲い、クサビ等で締め付けていた。
2. Description of the Related Art Forming a pillar of a building or the like requires a formwork panel and a flap or a square timber for supporting the formwork panel. Conventionally, in forming a pillar of a building or the like, the formwork panel of the pillar is surrounded by loose flakes or square timbers and fastened with wedges or the like.

【0003】[0003]

【この発明が解決しようとする課題】柱の形成には、コ
ンクリートを流し込む後、型枠パネル内にコンクリート
を隅々に均等に入れる為、バイブレーターで振動を与え
る必要があった。その為、型枠パネルを締め付けている
クサビが緩む問題点があった。
In order to form the columns, it was necessary to apply vibration with a vibrator in order to evenly fill the concrete in the form panel after pouring the concrete. Therefore, there is a problem that the wedges that are tightening the form panel are loosened.

【0004】また、型枠パネルを締め付けて支持するバ
タ材や角材は、それぞれバラバラであり、個々の部材を
組み立てたる場合、コンクリート柱の大きさ等によって
組み合わせが面倒であった。
Further, the flutter material and the square material for tightening and supporting the formwork panel are different from each other, and when assembling the individual members, the combination is troublesome depending on the size of the concrete columns and the like.

【0005】さらに、部材がバラバラであるので、保管
や運搬時に部材がなくなり易いという問題点があった。
Further, since the members are disjointed, there is a problem that the members are easily lost during storage and transportation.

【0006】この発明は、ビルディング等の柱型枠パネ
ルを角材やバタ材、クサビを使用せずに1組のユニット
として外側から押さえることができ、かつ柱の太さに合
わせて微調整を非常に簡単にできる柱クランプを得るこ
とを目的とする。
According to the present invention, a pillar formwork panel of a building or the like can be pressed from the outside as a set of units without using square timbers, flaps, or wedges, and fine adjustment can be extremely performed according to the thickness of the pillar. The aim is to obtain a column clamp that can be easily done.

【0007】[0007]

【課題を解決する為の手段】この目的を達成する為に、
この発明は 折り畳み自在で、かつ角部形成位置の変更
が自在である2本の柱状部材からなる1組の角部形成枠
2組から成り、1組の角部形成枠の少なくとも1本の柱
状部材は、その端部に締め付け部材を設けたことを特徴
とする柱クランプを提案する。
[Means for Solving the Problems] In order to achieve this purpose,
The present invention comprises two sets of corner forming frames which are foldable and whose corner forming positions are freely changeable. Two sets of corner forming frames consist of at least one column forming frame. The member proposes a column clamp, characterized in that a clamping member is provided at its end.

【0008】また、折り畳み自在で、かつ角部形成位置
の変更が自在である2本の柱状部材からなる1組の角部
形成枠2組から成り、夫々の角部形成枠の1つの柱状部
材は、その端部に締め付け部材を設け、他方の角部形成
枠の柱状部材の締め付け部材のない端部と締め付け自在
に連結するたことを特徴とする柱クランプを提案する。
Further, it is composed of two sets of corner forming frames which are foldable and whose corner forming positions are freely changeable. Two sets of corner forming frames, one column forming member of each corner forming frame. Proposes a pillar clamp characterized in that a tightening member is provided at its end, and the other clamp is connected to the end of the columnar member of the other corner forming frame without the tightening member.

【0009】さらに、折り畳み自在で、かつ角部形成位
置の変更が自在である2本の柱状部材からなる1組の角
部形成枠2組から成り、夫々の角部形成枠の1つの柱状
部材は、その端部に締め付け部材を設け、他方の角部形
成枠の柱状部材の締め付け部材のない端部と締め付け自
在に連結するとともに、締め付け部材は、相手の柱状部
材に対して斜めに締め付け可能な締め付け部材であるこ
とを特徴とする柱クランプを提案する。
Further, it is composed of two sets of corner forming frames which are foldable and whose corner forming positions are freely changeable, and two sets of corner forming frames, one column forming member of each corner forming frame. Is provided with a tightening member at its end, and is connected to the end of the other corner forming frame that does not have a tightening member, and the tightening member can be tightened diagonally with respect to the other pillar member. We propose a column clamp that is a simple clamping member.

【0010】[0010]

【作用】1組の角部形成枠は、2本の柱状部材を組合せ
箇所を調節しながら柱型枠の太さに合わせ角部を形成す
る。角部の形成位置により柱状部材の内側の長さ、即ち
柱の太さに合わせることができる。
In one set of corner forming frames, the corners are formed by adjusting the combined positions of the two columnar members to match the thickness of the column form. It is possible to match the inner length of the columnar member, that is, the thickness of the column, depending on the position where the corner is formed.

【0011】さらに、それぞれの角部形成枠の角部を対
角線上に位置させ、柱状部材の締め付け部材によって、
夫々他方の柱状部材に連結する。そしてさらに、締め付
け部材を締め付けることにより柱型枠を締め付ける。
Further, the corners of each corner forming frame are positioned on a diagonal line, and by the tightening member of the columnar member,
Each is connected to the other columnar member. Then, the column formwork is further tightened by tightening the tightening member.

【0012】この締め付け部材が、相手の柱状部材に対
して斜めに締め付け可能であると、締め付け部材側の角
部において、その角部の左右から締め付けることができ
る。
If this tightening member can be tightened diagonally with respect to the other columnar member, the corner can be tightened from the left and right of the corner of the tightening member.

【0013】[0013]

【実施例】この発明の実施例の柱クランプの平面を示す
図1、柱クランプを柱型枠に取付けた状態の正面を示す
図2、角部形成枠の角部を形成する場合の拡大説明図で
ある図3、締め付け部材同士の角部の締め付け状態を示
す拡大説明図である図4に基づいて説明する。
1 is a plan view of a pillar clamp according to an embodiment of the present invention, FIG. 2 is a front view of the pillar clamp attached to a pillar mold, and FIG. 2 is an enlarged view of forming a corner of a corner forming frame. Description will be given based on FIG. 3 which is a drawing and FIG. 4 which is an enlarged explanatory view showing a tightened state of the corner portions of the tightening members.

【0014】柱クランプ1は、2組の角部形成枠2から
成り、1組の角部形成枠2は2本の柱状部材3から成
る。
The column clamp 1 is composed of two sets of corner forming frames 2, and one set of corner forming frame 2 is composed of two columnar members 3.

【0015】角部形成枠2は、2本の柱状部材3aと3
bは、夫々の端部の両面で角板体4を介して回動自在、
かつ着脱自在に連結している。柱状部材3a、3bは横
断面が、ほぼ長方形となる柱状中空体であり、組み立て
後上下面となる幅面の端長手方向に3mm程度の深さの
溝12を設けている。
The corner forming frame 2 has two columnar members 3a and 3a.
b is rotatable on both sides of each end through the square plate body 4,
And it is detachably connected. Each of the columnar members 3a and 3b is a columnar hollow body having a substantially rectangular cross section, and is provided with a groove 12 having a depth of about 3 mm in the longitudinal direction of the width surface which is the upper and lower surfaces after assembly.

【0016】1枚の角板体4は、平面鈎形状の板状体で
あり、2つの柱状部材3a、3bを直角に形成するよう
に複数のボルト孔5を設けている。角板体4のボルト孔
5は、少なくとも夫々の柱状部材3aと3bに2個づつ
連結できるように設け、柱状部材3aに両面からボルト
ナット11a、11bで固定する。
One square plate 4 is a flat hook-shaped plate, and is provided with a plurality of bolt holes 5 so as to form the two columnar members 3a and 3b at right angles. Two bolt holes 5 of the square plate body 4 are provided so that two bolt holes 5 can be connected to at least each of the columnar members 3a and 3b, and are fixed to the columnar member 3a from both sides with bolt nuts 11a and 11b.

【0017】角板体4の長さ調整用ボルト孔5aは、長
さを調整するものであって、柱状部材3aの長さ調整用
ボルト孔6aと対応し、端部側に設ける。角板体4の柱
状部材3aのボルト孔6aと対応する、もう一つは角部
側にあり、固定用ボルト孔5cである。角板体4の柱状
部材3bの固定用ボルト孔6bに対応する固定用ボルト
孔5bは、5a、5cとは曲がった別の位置に設ける。
The length adjusting bolt hole 5a of the rectangular plate 4 is for adjusting the length, and is provided on the end side corresponding to the length adjusting bolt hole 6a of the columnar member 3a. The other, which corresponds to the bolt hole 6a of the columnar member 3a of the square plate 4, is on the corner side and is a fixing bolt hole 5c. The fixing bolt hole 5b corresponding to the fixing bolt hole 6b of the columnar member 3b of the rectangular plate body 4 is provided at a position different from the curved portions 5a and 5c.

【0018】1組の角部形成枠2の一方の柱状部材3a
は、この実施例では長さ1420mm、幅120mm、
厚さ60mm程度の中空の枠体である。
One columnar member 3a of the pair of corner forming frames 2
Is 1420 mm in length and 120 mm in width in this embodiment,
It is a hollow frame having a thickness of about 60 mm.

【0019】この柱状部材3aは、長手方向の中央部付
近より一方向へ一列状に並設する長さ調整用ボルト孔6
aを厚さ方向にボルトが貫通するように両面に複数設け
ている。この長さ調整用ボルト孔6aは角板体4の長さ
調整用ボルト孔5aおよび固定用ボルト孔5cに対応
し、これに調整用ボルトナット11a、固定用ボルトナ
ット11cで連結する。この実施例では、50mm間隔
で13個の長さ調整用ボルト孔6aを1列状に並設して
いる。
The columnar member 3a is provided with a length adjusting bolt hole 6 arranged in parallel in one direction from the vicinity of the central portion in the longitudinal direction.
Plural a are provided on both surfaces so that the bolts penetrate in the thickness direction. The length adjusting bolt hole 6a corresponds to the length adjusting bolt hole 5a and the fixing bolt hole 5c of the rectangular plate body 4, and is connected to the adjusting bolt nut 11a and the fixing bolt nut 11c. In this embodiment, thirteen length adjusting bolt holes 6a are arranged in a row at 50 mm intervals.

【0020】この実施例では、長さ調整用ボルト孔6a
の延長線上に、同間隔で固定用ボルト孔6cを1列状3
個設けているが、柱の幅が小さい場合は、長さ調整用ボ
ルト孔6aが6cを兼用する。
In this embodiment, the length adjusting bolt hole 6a is used.
Fixing bolt holes 6c are arranged in a row on the extension line of
Although individual pieces are provided, when the width of the column is small, the length adjusting bolt holes 6a also serve as 6c.

【0021】この柱状部材3aの固定用ボルト孔6cの
逆端部に、締め付け台8を設ける。締め付け台8は、柱
状部材3aの側面に、側面に対して斜め状の締め付け面
8aを設ける。締め付け面8aは、柱状部材3aの側面
に対し、約45°程度の角度を有し、斜面は端部側と対
面している。
A tightening table 8 is provided at the opposite end of the fixing bolt hole 6c of the columnar member 3a. The tightening table 8 is provided with a tightening surface 8a oblique to the side surface of the columnar member 3a. The tightening surface 8a has an angle of about 45 ° with respect to the side surface of the columnar member 3a, and the inclined surface faces the end side.

【0022】締め付け台8の締め付け面8aには、締め
付け具9の締め付け鍔9aが掛止自在である。
On the tightening surface 8a of the tightening base 8, the tightening collar 9a of the tightening tool 9 can be hooked.

【0023】締め付け鍔9aは、回転部9bのネジと螺
合している。締め付け鍔9aは、回転部9bの捩りによ
って、締め付け具9の固定鍔9cに対して移動する。締
め付け具9は、締め付け鍔9aの逆側端部に、固定鍔9
cから出ている2本の鋼鉄棒9dを介して、締め付け孔
用ボルトナット10を設けている。この締め付け孔用ボ
ルトナット10で、他方の柱状部材3bの締め付け孔7
の一つに着脱自在に連結する。
The tightening collar 9a is screwed with the screw of the rotating portion 9b. The tightening flange 9a moves with respect to the fixed flange 9c of the tightening tool 9 due to the twist of the rotating portion 9b. The tightening tool 9 has a fixing brim 9 at the opposite end of the tightening brim 9a.
Bolt nuts 10 for tightening holes are provided through two steel rods 9d extending from c. With this tightening hole bolt nut 10, the tightening hole 7 of the other columnar member 3b
Removably connect to one of the.

【0024】他方の柱状部材3bは、この実施例では長
さ1310mm、幅120mm、厚さ60mm程度の中
空の枠体である。この柱状部材3bは、長手方向の中央
部付近より締め付け孔7を厚さ方向にボルトが貫通する
ように両面に複数長手方向に亙って並設する。この実施
例では、50mm間隔で13個の締め付け孔7を一列状
に並設している。
The other columnar member 3b is a hollow frame having a length of 1310 mm, a width of 120 mm and a thickness of 60 mm in this embodiment. The columnar members 3b are arranged side by side in the longitudinal direction so that the bolts penetrate the fastening holes 7 in the thickness direction from the vicinity of the central portion in the longitudinal direction. In this embodiment, 13 tightening holes 7 are arranged in a row at 50 mm intervals.

【0025】さらに、柱状部材3bの締め付け孔7の逆
側には、角板体4の固定用ボルト孔5bに対応し、ボル
トナット11bによって連結される固定用ボルト孔6b
を少なくとも2個設ける。この2つの固定用ボルト孔6
bの間隔は角板体4の固定用ボルト孔5bの間隔と同じ
である。
Further, on the opposite side of the tightening hole 7 of the columnar member 3b, a fixing bolt hole 6b corresponding to the fixing bolt hole 5b of the square plate 4 and connected by a bolt nut 11b.
At least two are provided. These two fixing bolt holes 6
The spacing of b is the same as the spacing of the fixing bolt holes 5b of the square plate 4.

【0026】次に、この考案の柱クランプ1の組み立て
および作用を説明する。柱クランプ1は、柱型枠13の
周囲に高さ方向に数箇所組み立てる。この数は柱の幅、
高さによって異なるが、下方の方に厚く設ける。柱クラ
ンプ1の組み立ては、まず同じ形状の角部形成枠2を2
つ組み立てる。
Next, the assembly and operation of the pillar clamp 1 of the present invention will be described. The pillar clamp 1 is assembled around the pillar formwork 13 at several positions in the height direction. This number is the width of the pillar,
Depending on the height, it should be thicker on the lower side. In order to assemble the pillar clamp 1, first, the corner forming frame 2 having the same shape is
Assemble one.

【0027】1組の角部形成枠2は、2本の柱状部材3
aと3bの両面から2枚の角板体4によって直角状に固
定する。柱状部材3aと3bは、柱状部材3aの側面に
柱状部材3bの長手方向端面が当接する形状で直角に連
結する。
One set of corner forming frames 2 is composed of two columnar members 3.
The two rectangular plates 4 are fixed from both sides of a and 3b at a right angle. The columnar members 3a and 3b are connected at a right angle in a shape in which the longitudinal end face of the columnar member 3b is in contact with the side surface of the columnar member 3a.

【0028】2枚の角板体4と柱状部材3aは、柱型枠
13の1辺の長さに合わせて、角板体4の長さ調整ボル
ト孔5aを、柱状部材3aの適当な位置の長さ調整用ボ
ルト孔6aに合わせ、ボルトナット11aで固定する。
さらに固定用ボルト孔5cと、その位置にある固定用ボ
ルト6cか、柱の幅が比較的狭い場合は他の長さ調整用
ボルト孔6aを合わせ、ボルトナット11cで固定す
る。
The two square plates 4 and the columnar members 3a are provided with the length adjusting bolt holes 5a of the square plate 4 at appropriate positions of the columnar members 3a according to the length of one side of the column frame 13. It is aligned with the length adjusting bolt hole 6a and is fixed with a bolt nut 11a.
Further, the fixing bolt hole 5c and the fixing bolt 6c at that position or the other length adjusting bolt hole 6a when the width of the pillar is relatively narrow are aligned and fixed with the bolt nut 11c.

【0029】柱状部材3bと2枚の角板体4は、角板体
4の固定用ボルト孔5bと、柱状部材3bの固定用ボル
ト孔6bをボルトナット11bによって連結する。固定
用ボルトナット11bによって、柱状部材3bを柱状部
材3aと直角に固定される。
The columnar member 3b and the two rectangular plate members 4 connect the fixing bolt holes 5b of the rectangular plate member 4 and the fixing bolt holes 6b of the columnar member 3b by bolt nuts 11b. The columnar member 3b is fixed at a right angle to the columnar member 3a by the fixing bolt nuts 11b.

【0030】この実施例では、長さ調整用ボルト孔6a
は、50mm間隔で13個のボルト孔6を一列状に並設
しており、最大寸法1200mmから最小寸法600m
mの柱幅の柱型枠13のクランプが可能である。
In this embodiment, the length adjusting bolt hole 6a is used.
Has thirteen bolt holes 6 arranged in a row at 50 mm intervals, and has a maximum dimension of 1200 mm to a minimum dimension of 600 m.
It is possible to clamp the column form 13 having a column width of m.

【0031】他方の角部形成枠2も同様に組み立て2組
作る。次に、互いの角板体4を対角線上に位置させ、互
いの締め付け具9の締め付け孔用ボルトナット10を、
他方の柱状部材3bの締め付け孔7の一つに固定する。
The other corner forming frame 2 is similarly assembled to make two sets. Next, the square plates 4 of each other are positioned on a diagonal line, and the bolts and nuts 10 for tightening holes of the tightening tools 9 of each other are
It is fixed to one of the fastening holes 7 of the other columnar member 3b.

【0032】それから、締め付け具9は、回転部9bを
回転させ、締め付け鍔9aを固定鍔9cに近付け、締め
付け台8の締め付け面8aに対面させする。
Then, the tightening tool 9 rotates the rotating portion 9b to bring the tightening flange 9a close to the fixed flange 9c so as to face the tightening surface 8a of the tightening base 8.

【0033】双方の締め付け鍔9aを締め付け面8aに
対面させ後、回転部9bを捩り、締め付け鍔9aを固定
鍔9cから離し、締め付け面8aに締め付ける。
After both tightening flanges 9a face the tightening surface 8a, the rotating portion 9b is twisted to separate the tightening flange 9a from the fixed flange 9c and tighten the tightening surface 8a.

【0034】締め付け面8aは、柱状部材3a、3bに
対し45°の角度を有しているので、締め付け具9を締
め付け面8aに締め付けることによって、柱状部材3a
と3bは確実に、柱型枠13を締め付けることができ、
さらに微調整が可能である。
Since the tightening surface 8a has an angle of 45 ° with respect to the columnar members 3a and 3b, by tightening the tightening tool 9 on the tightening surface 8a, the columnar member 3a is formed.
And 3b can securely tighten the column formwork 13,
Further fine adjustment is possible.

【0035】また、解体する場合は、組み立てと逆の作
業を行えばよい。夫々の締め付け具9の回転9cを緩
め、締め付け面8aから外す。そして2組の角部形成枠
2に分ける。
Further, when disassembling, the work opposite to the assembling may be performed. Loosen the rotation 9c of each tightening tool 9 and remove it from the tightening surface 8a. Then, it is divided into two sets of corner forming frames 2.

【0036】運搬、保管する場合は、柱状部材3a、3
bを直角に固定連結しているボルトナット11a、11
b、11cの全てを外さないで、柱状部材3aの固定用
ボルト孔5c、6cを固定しているボルトナット11c
と、柱状部材3bを固定しているボルトナット11bの
内の一つを外す。さらに、残ったボルトナット11a、
ボルトナット11bを回動自在に緩める。
When carrying and storing, the columnar members 3a, 3
bolts and nuts 11a, 11 that fixedly connect b at a right angle
A bolt nut 11c fixing the fixing bolt holes 5c and 6c of the columnar member 3a without removing all of b and 11c.
Then, one of the bolts and nuts 11b fixing the columnar member 3b is removed. Furthermore, the remaining bolt nuts 11a,
Loosen the bolt nut 11b so that it can rotate.

【0037】これによって、夫々の角部形成枠2の2本
の柱状部材3a、3bは、角板体4によって連結したま
ま、平行に折り曲げることができ、運搬、保管が非常に
容易である。また、次の回の組み立ても容易になる。
As a result, the two columnar members 3a, 3b of the respective corner forming frames 2 can be bent in parallel while being connected by the rectangular plate body 4, which is very easy to carry and store. Also, the assembly of the next round becomes easy.

【0038】[0038]

【発明の効果】したがって、この発明によれば、ビルデ
ィング等の柱型枠パネルを角材やバタ材、クサビを使用
せずに1組のユニットとして外側から押さえることがで
きるので作業効率が非常に良く、作業を、小人数、短時
間で行うことができる。
Therefore, according to the present invention, the pillar formwork panel of a building or the like can be pressed from the outside as a set of units without using square timbers, flaps or wedges, so that the working efficiency is very good. The work can be performed by a small number of people in a short time.

【0039】また、柱型枠内にコンクリートを流し込
み、バイブレーターを使用しても柱クランプの緩みがで
ないという効果がある。
Further, even if concrete is poured into the pillar formwork and a vibrator is used, the pillar clamp is not loosened.

【0040】さらに柱の太さや、柱型枠の大きさに合わ
せて微調整を非常に簡単にできるという効果がある。
Further, there is an effect that fine adjustment can be very easily performed according to the thickness of the column and the size of the column form.

【0041】また、従来に比べ軽量で、かつ折り畳める
ので、運搬、保管が非常に楽に行えるという効果があ
る。
Further, since it is lighter than the conventional one and can be folded, there is an effect that it can be transported and stored very easily.

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

【図1】この発明の実施例を組み立てた場合の平面図FIG. 1 is a plan view showing a case where an embodiment of the present invention is assembled.

【図2】柱型枠に組み立てた場合の正面説明図FIG. 2 is a front explanatory view when assembled into a pillar formwork.

【図3】柱状部材の連結状態を示す説明図FIG. 3 is an explanatory view showing a connected state of columnar members.

【図4】柱状部材を折り畳んだ状態の説明図。FIG. 4 is an explanatory view of a state in which a columnar member is folded.

【図5】締め付け具の側面図[Fig. 5] Side view of the fastener

【符号の説明】[Explanation of symbols]

1 柱クランプ 2 角部形成枠 3、3a、3b 柱状部材 4 角板体 8 締め付け台 9 締め付け具(締め付け部材) 1 Column Clamp 2 Corner Forming Frame 3, 3a, 3b Columnar Member 4 Square Plate 8 Tightening Stand 9 Tightening Tool (Tightening Member)

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 折り畳み自在で、かつ角部形成位置の変
更が自在である2本の柱状部材からなる1組の角部形成
枠2組から成り、1組の角部形成枠の少なくとも1本の
柱状部材は、その端部に締め付け部材を設けたことを特
徴とする柱クランプ。
1. A corner forming frame comprising two sets of two columnar members which are foldable and whose corner forming position is freely changeable. At least one of the one corner forming frame. The columnar member is a column clamp characterized in that a fastening member is provided at an end thereof.
【請求項2】 折り畳み自在で、かつ角部形成位置の変
更が自在である2本の柱状部材からなる1組の角部形成
枠2組から成り、夫々の角部形成枠の1つの柱状部材
は、その端部に締め付け部材を設け、他方の角部形成枠
の柱状部材の締め付け部材のない端部と締め付け自在に
連結するたことを特徴とする柱クランプ。
2. A pair of corner forming frames, each of which is foldable and whose corner forming position is freely changeable, comprises two sets of corner forming frames, and one columnar member of each corner forming frame. Is a column clamp, wherein a clamp member is provided at an end thereof, and the column clamp of the other corner forming frame is connected to an end of the column member having no clamp member so as to be clamped.
【請求項3】 折り畳み自在で、かつ角部形成位置の変
更が自在である2本の柱状部材からなる1組の角部形成
枠2組から成り、夫々の角部形成枠の1つの柱状部材
は、その端部に締め付け部材を設け、他方の角部形成枠
の柱状部材の締め付け部材のない端部と締め付け自在に
連結するとともに、締め付け部材は、相手の柱状部材に
対して斜めに締め付け可能な締め付け部材であることを
特徴とする柱クランプ。
3. A pair of corner forming frames, each of which is foldable and whose corner forming position can be changed, is composed of two sets of corner forming frames, and one columnar member of each corner forming frame. Is provided with a tightening member at its end, and is connected to the end of the other corner forming frame that does not have a tightening member, and the tightening member can be tightened diagonally with respect to the other pillar member. A column clamp characterized by a simple tightening member.
JP4154322A 1992-05-21 1992-05-21 Pillar clamp Expired - Lifetime JPH0819766B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4154322A JPH0819766B2 (en) 1992-05-21 1992-05-21 Pillar clamp

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4154322A JPH0819766B2 (en) 1992-05-21 1992-05-21 Pillar clamp

Publications (2)

Publication Number Publication Date
JPH05321461A true JPH05321461A (en) 1993-12-07
JPH0819766B2 JPH0819766B2 (en) 1996-02-28

Family

ID=15581609

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4154322A Expired - Lifetime JPH0819766B2 (en) 1992-05-21 1992-05-21 Pillar clamp

Country Status (1)

Country Link
JP (1) JPH0819766B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100662815B1 (en) * 2004-08-30 2006-12-28 서보가설산업 주식회사 A pillars form for as a vertical struc-tural body
KR100860831B1 (en) * 2007-07-27 2008-09-29 최재일 Pillar form fixing device
KR200452262Y1 (en) * 2008-06-03 2011-02-14 권태웅 Euro form joint band for concrete pole

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02178467A (en) * 1988-12-28 1990-07-11 Okabe Co Ltd Unit formwork device for pillar
JPH04106267A (en) * 1990-08-23 1992-04-08 Okabe Co Ltd Form device of column

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02178467A (en) * 1988-12-28 1990-07-11 Okabe Co Ltd Unit formwork device for pillar
JPH04106267A (en) * 1990-08-23 1992-04-08 Okabe Co Ltd Form device of column

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100662815B1 (en) * 2004-08-30 2006-12-28 서보가설산업 주식회사 A pillars form for as a vertical struc-tural body
KR100860831B1 (en) * 2007-07-27 2008-09-29 최재일 Pillar form fixing device
KR200452262Y1 (en) * 2008-06-03 2011-02-14 권태웅 Euro form joint band for concrete pole

Also Published As

Publication number Publication date
JPH0819766B2 (en) 1996-02-28

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