JPH03260264A - Constructing method with column form, and its column form - Google Patents
Constructing method with column form, and its column formInfo
- Publication number
- JPH03260264A JPH03260264A JP5816090A JP5816090A JPH03260264A JP H03260264 A JPH03260264 A JP H03260264A JP 5816090 A JP5816090 A JP 5816090A JP 5816090 A JP5816090 A JP 5816090A JP H03260264 A JPH03260264 A JP H03260264A
- Authority
- JP
- Japan
- Prior art keywords
- column
- shaped
- piece
- formwork
- pieces
- 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
Links
- 238000000034 method Methods 0.000 title claims abstract description 16
- 230000002093 peripheral effect Effects 0.000 claims abstract description 6
- 238000009415 formwork Methods 0.000 claims description 42
- 238000010276 construction Methods 0.000 claims description 9
- 239000002184 metal Substances 0.000 claims description 5
- 229910000831 Steel Inorganic materials 0.000 abstract description 4
- 239000010959 steel Substances 0.000 abstract description 4
- 239000011120 plywood Substances 0.000 description 3
- 239000000463 material Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 239000002023 wood Substances 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】
(産業上の利用分野)
本発明は建築物等の柱型枠の施工法及び同施工法に使用
される柱型枠に係るものである。DETAILED DESCRIPTION OF THE INVENTION (Industrial Application Field) The present invention relates to a method of constructing column forms for buildings, etc., and a column form used in the same construction method.
(従来の技術)
従来、この種の施工法としては、(1)堰板に合板を使
用して、所定柱寸法の一面を覆うように種木によって結
合してパネル化された合板型枠を柱位置に建込み、同型
枠間をセパレータによって所定の間隔に保持し、横端太
を配置して前記セパレータとフオームタイとによって締
付け、柱型枠を組立てる方法、(iil堰板をアルミニ
ウム合金や鋼板を用いて小型化された金属製型枠によっ
て構成されたパネルを柱位置に建込み、同パネル外周を
コラムクランプで組立てる方法が多く採用されている。(Conventional technology) Conventionally, this type of construction method involves (1) using plywood for the weir board, and forming a plywood formwork into a panel by joining with seed wood so as to cover one side of a predetermined column size; A method of assembling the column formwork by erecting it at the column position, maintaining the same formwork at a predetermined interval with a separator, arranging horizontal end pieces, and tightening them with the separators and form ties. A commonly used method is to erect a panel made of a compact metal formwork at a column position, and then assemble the outer periphery of the panel with column clamps.
(発明が解決しようとする課題)
しかしながら(ilの方法は、加工、組立て、解体の工
数が多く、多大の手間と時間を要し、また(11)の方
法は転用性はよいが、金属製の小パネルの組立、解体を
繰り返すので、やはり施工性が悪いという問題があった
。(Problem to be solved by the invention) However, the method (il) requires a lot of man-hours for processing, assembly, and disassembly, and requires a lot of time and effort, and the method (11) has good versatility, but Since the assembly and disassembly of small panels are repeated, there was also the problem of poor workability.
本発明は前記従来技術の有する問題点に鑑みて提案され
たもので、その目的とする処は、作業の簡素化と工程の
短縮化が図られ、転用性のよい柱型枠の施工法及び同施
工法に使用される柱型枠を提供する点にある。The present invention has been proposed in view of the problems of the prior art, and its purpose is to provide a method for constructing column formwork that simplifies work and shortens the process, and has good versatility. The main point is to provide column formwork used in this construction method.
(課題を解決するだめの手段)
前記の目的を達成するため、本発明に係る柱型枠の施工
法によれば、柱構築床における柱位置に敷き棧を固定し
、次いで外周面にL型コラムクランプが締着された一双
のし型柱型枠片のうち、−方のし型柱型枠片を建込んで
前記敷き棧に固定するとともに床上に垂直に支持し、次
いで他方のL型柱型枠片を建込んで前記敷き横に固定し
、相隣る前記一双のし型柱型枠片をコーナー型枠を介し
て締着するとともに、前記両り型柱型枠片の各り型コラ
ムクランプ相互を締結するものである。(Means for Solving the Problems) In order to achieve the above object, according to the method of constructing column formwork according to the present invention, a sill is fixed at the column position on the column construction floor, and then an L-shape is installed on the outer peripheral surface. Of the pair of L-shaped column frame pieces to which the column clamps have been tightened, the one L-shaped column frame piece is erected and fixed to the bedding and supported vertically on the floor, and then the other L-shaped column frame piece is The column frame pieces are erected and fixed to the side of the bed, and the adjacent twin column frame pieces are fastened together via the corner formwork, and each of the double column frame pieces is This is to fasten the mold column clamps together.
また前記柱型枠は、一双のL型金属柱型枠片よりなり、
同各柱型枠片の外周には適宜間隔毎にL型クランプが締
着され、同り型コラムクランプの一端部には締付ボルト
の基端部が枢支され、他端部には同締付ボルトの締着用
受片が配設されている。Further, the column formwork is composed of a pair of L-shaped metal column formwork pieces,
L-shaped clamps are fastened to the outer periphery of each column frame piece at appropriate intervals, the base end of a tightening bolt is pivotally supported at one end of the column clamp, and the base end of a tightening bolt is pivotally supported at the other end. A receiving piece for tightening the tightening bolt is provided.
(作用)
本発明によれば前記したように、外周面にL型コラムク
ランプが締着された一双のし型柱型枠片を使用し、柱構
築床における柱位置に固定された敷き槌に一方のし型柱
型枠片を建込んで同敷き横に固定して床上に垂直に支持
し、次いで他方のL型柱型枠片を所定位置に建込んで前
記敷き棧に固定するとともに、前記ML型柱型枠片をコ
ーナー型枠を介して締着することによって、間両り型柱
型枠片によって所要の寸法形状の柱型枠本体を組立て、
更に間両り型柱型枠片の各り型クランプ相互間を締結す
ることによって、前記両り型柱型枠片を組立位置に保持
し、打設コンクリート圧に対抗しうるようにしたもので
ある。(Function) According to the present invention, as described above, a pair of lumber-shaped column frame pieces having L-shaped column clamps fastened to the outer peripheral surface are used, and a paver fixed to the column position on the column construction floor is used. One of the L-shaped column frame pieces is erected and fixed horizontally on the same bed to support it vertically on the floor, and then the other L-shaped column frame piece is erected in a predetermined position and fixed to the bed, and By tightening the ML type column frame pieces via the corner formwork, assemble a column form main body of the required dimensions and shape with the gap type column frame pieces,
Furthermore, by fastening the respective clamps of the double-sided column form frame pieces, the double-sided column form frame pieces are held in the assembled position and can resist the pressure of poured concrete. be.
おな脱型時には前とは逆の工程によって簡単に前記両り
型柱型枠片を解体しうるものである。In addition, when demolding, the double-sided column frame pieces can be easily disassembled by reversing the previous process.
本発明に係る柱型枠は、一双のL型金属型枠片よりなり
、同各型枠片の外周に適宜間隔毎にL型コラムクランプ
を締着したことによって同り型柱型枠片を所定の形状に
保形し、前記両り型柱型枠片の組立、解体時、一方のし
型柱型枠片のL型コラムクランプに枢支された締付ボル
トを、他方のL型柱型枠片のL型コラムクランプに配設
された締着用受片に緊締し、または緊締を解除するごと
によって、前記両り型柱型枠片を簡単に組立て、解体し
、解体後は他の個所に転用しうるものである。The column formwork according to the present invention consists of a pair of L-shaped metal formwork pieces, and the L-shaped column clamps are fastened to the outer periphery of each of the formwork pieces at appropriate intervals. After maintaining the shape in a predetermined shape, when assembling or disassembling the two-sided column frame pieces, the tightening bolts pivotally supported by the L-shaped column clamps of one of the two-sided column frame pieces are connected to the other L-shaped column frame pieces. By tightening or releasing the clamping receiver provided on the L-shaped column clamp of the formwork piece, the double column type frame piece can be easily assembled and disassembled, and after disassembly, other It can be used for different purposes.
(実施例) 以下本発明を図示の実施例について説明する。(Example) The present invention will be described below with reference to the illustrated embodiments.
囚は一双のし型柱型枠片で、L型に組立てられた金属製
堰板(1)の外周に、所定間隔毎にL型コラムクランプ
(2)が締着されている。The frame is a pair of lumber-shaped column frame pieces, and L-shaped column clamps (2) are fastened at predetermined intervals around the outer periphery of a metal weir plate (1) assembled in an L-shape.
第5図はL型コラムクランプ(2)の取付部を示し、同
タラムクランプ(2)は上下一双のL型鋼より構成され
、堰板(1)の外周面に突設されたリブ(3)に設けた
係止孔に一端フツク部を係止されたフックボルト(4)
を、前記一双のL型鋼の間隙に挿貫し、同フックボルト
(4)の先端ねし部を座金(5)及びナツト(6)を介
して前記両り型鋼に締結するごとによってL型コラムク
ランプ(2)が堰板(1)に締着されている。Figure 5 shows the mounting part of the L-shaped column clamp (2), which is composed of a pair of upper and lower L-shaped steel, and has ribs (3) protruding from the outer peripheral surface of the weir plate (1). Hook bolt (4) with one end hooked to the locking hole provided in the
is inserted into the gap between the pair of L-shaped steels, and the threaded end of the hook bolt (4) is fastened to the double-shaped steels via the washer (5) and nut (6), thereby forming the L-shaped column. A clamp (2) is fastened to the weir plate (1).
前記り型コラムクランプ(2)の一端部には、締付ボル
ト(7)の基端部がピン(8)を介して回動自在に枢支
され、他端部には前記締付ボルト(7)の先端ねし部が
嵌入する二叉状の締着用受片(9)が溶着されている。The base end of a tightening bolt (7) is rotatably supported at one end of the column clamp (2) via a pin (8), and the tightening bolt (7) is rotatably supported at the other end of the column clamp (2). A two-pronged fastening receiving piece (9) into which the threaded end portion of 7) fits is welded.
而して柱構築床+81上に柱位置を示す墨出しをしたの
ち、同位置に敷き棧(0を固定し、同敷き棧(0に回転
式アタ゛ンチメント付フォークリフト(図示せず)によ
って一方のし型柱型枠片囚を吊込み、同型枠片囚の下部
を前記敷き棧(0に釘着し、サポート(図示せず)によ
って前記床(a上に一方のし型柱型枠片^を垂直に支持
する。After marking out the column position on the pillar construction floor +81, we fixed a bevel (0) at the same position, and moved one side of the bevel (0) to the same bevel (0) using a forklift with a rotary attachment (not shown). A piece of columnar formwork is suspended, the lower part of the piece of columnar formwork is nailed to the flooring (0), and one piece of columnar formwork is placed on the floor (a) by a support (not shown). to be supported vertically.
次いで他方のL型柱型枠片囚を前記フォークリフトによ
って吊込み、同型枠片囚の下部を前記敷きt4(Oに釘
着して固定し、相隣る前記両り型柱型枠片囚囚をコーナ
ー型枠0を介してボルト(10)、ナツト(11)で締
結するとともに、前記り型柱型枠片(2)の締付ボルト
(7)を回動して、同ボルト(7)の先端ねし部を相隣
るし型枠片^の締着用受片(9)の二叉状部に嵌入して
ナラl−(12)を蝶着緊締して、前記両り型柱型枠片
囚で柱型枠本体を組立て、上部梁型りを除く上部補助合
板型枠(F)を組立て、コンクリートを打設し、同打設
コンクリートの硬化後、前記と逆の工程で型枠を解体し
、次位の作業現場に転用する。Next, the other L-shaped column form frame piece is lifted by the forklift, the lower part of the same form frame piece is nailed to the floor t4 (O), and the two-sided column form frame pieces adjacent to each other are fixed. are fastened with bolts (10) and nuts (11) through the corner formwork 0, and at the same time rotate the tightening bolts (7) of the above-mentioned column formwork pieces (2) to tighten the bolts (7). Insert the threaded end of the two into the forked part of the fastening receiving piece (9) of the adjacent formwork piece and tighten the oak l-(12) with a hinge. Assemble the main column formwork using the frame pieces, assemble the upper auxiliary plywood formwork (F) excluding the upper beam form, pour concrete, and after the poured concrete has hardened, replace the formwork by reversing the process above. will be dismantled and repurposed as the next work site.
(発明の効果)
本発明によれば前記したように、外周面にL型コラムク
ランプが締着された一双のし型柱型枠片を使用し、一方
のし型柱型枠片を柱構築床上に建込んで、同法における
柱位置に固定された敷き棧に固定するとともに、床上に
垂直に支持し、次いで他方のし型柱型枠片を建込んで相
隣る前記一双のし型柱型枠をコーナー型枠を介して締着
することによって柱型枠を組立て、前記両り型柱型枠片
の各り型コラムクランプ相互を締結して柱型枠を保形す
るようにしたことによって、迅速且つ簡単に柱型枠を組
立てることができ、また前記と逆の工程によゲζ型枠が
簡単に解体され、省力化が図られ、工程が短縮されると
ともに、型枠の転用が可能となる。(Effects of the Invention) According to the present invention, as described above, a pair of rectangular column frame pieces each having an L-shaped column clamp fastened to the outer peripheral surface are used, and one of the rectangular column frame pieces is used to construct a column. It is erected on the floor, fixed to the sills fixed at the column positions according to the same law, and supported vertically on the floor, and then the other pair of pillar form pieces are erected to form the adjacent pair of pillar forms. The column formwork was assembled by tightening the column formwork through the corner formwork, and the shape of the column form was maintained by fastening the column clamps of each of the double column form pieces to each other. By doing this, the column formwork can be assembled quickly and easily, and the gage ζ formwork can be easily dismantled by performing the reverse process to the above, saving labor and shortening the process. Diversion becomes possible.
請求項2の発明は、L型の型枠片の外周面に適宜間隔毎
にL型コラムクランプを締着し、同コラムクランプの一
端部には締付ボルトの基端部を枢支し、他端部には同締
付ボルトの締着用受片を配設してなる一双のし型柱型枠
片によって柱型枠を構成したことによって、前記工法が
円滑に実施できるようにし、柱型枠の組立、解体の省力
化が図られるとともに、転用を可能ならしめたものであ
る。The invention as claimed in claim 2 provides an L-shaped column clamp that is fastened to the outer circumferential surface of the L-shaped formwork piece at appropriate intervals, and a base end of a tightening bolt is pivotally supported at one end of the column clamp. By configuring the column formwork with a pair of rectangular column formwork pieces each having a receiving piece for tightening the same tightening bolt at the other end, the above construction method can be carried out smoothly. This not only saves labor in assembling and dismantling the frame, but also makes it possible to use it for other purposes.
第1図は本発明に係る柱型枠の施工方法の一実施例の実
施状況を示す正面図、第2図はその横断平面図、第3図
は第2図の部分拡大図、第4図はL型材型枠片の斜視図
、第5図は同り型柱型枠片におけるL型コラムクランプ
の取付部を示す斜視図である。
囚・・・L型材型枠片、 (a・・・柱構築床、(Q・
・・敷き横、 ■・・・コーナー型枠、(1)
・・・堰板、
(3)・・・リブ、
(5)・・・座金、
(7)・・・締付ボルト、
(9)・・・締着用受片、
(11)・・・ナツト、
(2)・・・L型コラムクラ
4)・・・フックボルト、
6)・・・す゛ント、
8)・・・ピン、
10)・・・ボルト、
12)・・・ナツト。
ンブ、Fig. 1 is a front view showing the implementation status of one embodiment of the method for constructing column formwork according to the present invention, Fig. 2 is a cross-sectional plan view thereof, Fig. 3 is a partially enlarged view of Fig. 2, and Fig. 4 5 is a perspective view of an L-shaped material form piece, and FIG. 5 is a perspective view showing an attachment portion of an L-shaped column clamp in the same column form piece. Prisoner... L-shaped material formwork piece, (a... Column construction floor, (Q...
・・Laying side, ■・・Corner formwork, (1)
...Weir plate, (3)...Rib, (5)...Washer, (7)...Tightening bolt, (9)...Tightening piece, (11)...Nut , (2)...L-type column clamp 4)...Hook bolt, 6)...Standard, 8)...Pin, 10)...Bolt, 12)...Nut. Mbu,
Claims (1)
外周面にL型コラムクランプが締着された一双のL型柱
型枠片のうち、一方のL型柱型枠片を建込んで前記敷き
棧に固定するとともに床上に垂直に支持し、次いで他方
のL型柱型枠片を建込んで前記敷き棧に固定し、相隣る
前記一双のL型柱型枠片をコーナー型枠を介して締着す
るとともに、前記両L型柱型枠片の各L型コラムクラン
プ相互を締結することを特徴とする柱型枠の施工法。 2、一双のL型金属柱型枠片よりなり、同各柱型枠片の
外周には適宜間隔毎にL型クランプが締着され、同L型
コラムクランプの一端部には締付ボルトの基端部が枢支
され、他端部には同締付ボルトの締着用受片が配設され
てなることを特徴とする柱型枠。[Scope of Claims] 1. One of the L-shaped columns of a pair of L-shaped column frame pieces in which a bedding is fixed at the column position on the column construction floor, and then an L-shaped column clamp is fastened to the outer peripheral surface. A piece of formwork is erected and fixed to the sill, and supported vertically on the floor, and then the other L-shaped column formwork piece is erected and fixed to the sill, and the pair of L-shaped columns adjacent to each other are erected and fixed to the sill. A method of constructing a column formwork, which comprises fastening the formwork pieces through corner formwork and also fastening the L-shaped column clamps of both L-shaped column formwork pieces to each other. 2. Consisting of a pair of L-shaped metal column frame pieces, L-shaped clamps are tightened at appropriate intervals on the outer periphery of each column frame piece, and a tightening bolt is attached to one end of the L-shaped column clamp. A column formwork characterized in that a base end is pivotally supported and a receiving piece for tightening the tightening bolt is provided at the other end.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2058160A JP2677893B2 (en) | 1990-03-12 | 1990-03-12 | Pillar formwork construction method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2058160A JP2677893B2 (en) | 1990-03-12 | 1990-03-12 | Pillar formwork construction method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH03260264A true JPH03260264A (en) | 1991-11-20 |
JP2677893B2 JP2677893B2 (en) | 1997-11-17 |
Family
ID=13076241
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2058160A Expired - Lifetime JP2677893B2 (en) | 1990-03-12 | 1990-03-12 | Pillar formwork construction method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2677893B2 (en) |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0762864A (en) * | 1993-06-15 | 1995-03-07 | Toda Constr Co Ltd | Form device of column |
JPH07317317A (en) * | 1994-05-27 | 1995-12-05 | Nippon Kasetsu Kk | Slide type non-separation converted pillar formword |
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 |
US7632437B2 (en) | 2005-10-25 | 2009-12-15 | Jon Michael Gullette | Column form with chamfer forming elements and method of producing a column having chamfered edges |
US8544227B2 (en) | 2005-10-25 | 2013-10-01 | Jon Michael Gullette | Structural support column with base embedded within a foundation and method of forming |
CN113530222A (en) * | 2021-07-23 | 2021-10-22 | 中建一局华江建设有限公司 | Special-shaped column template |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5634856A (en) * | 1980-08-14 | 1981-04-07 | Matsugashita Nobuyuki | Form for pillarrshaped or block concrete or like |
-
1990
- 1990-03-12 JP JP2058160A patent/JP2677893B2/en not_active Expired - Lifetime
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5634856A (en) * | 1980-08-14 | 1981-04-07 | Matsugashita Nobuyuki | Form for pillarrshaped or block concrete or like |
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0762864A (en) * | 1993-06-15 | 1995-03-07 | Toda Constr Co Ltd | Form device of column |
JPH07317317A (en) * | 1994-05-27 | 1995-12-05 | Nippon Kasetsu Kk | Slide type non-separation converted pillar formword |
US6419204B1 (en) * | 1999-11-23 | 2002-07-16 | Safway Formwork Systems, Llc | Outside conversion corner for form work |
US6733059B2 (en) | 1999-11-23 | 2004-05-11 | 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 |
US7632437B2 (en) | 2005-10-25 | 2009-12-15 | Jon Michael Gullette | Column form with chamfer forming elements and method of producing a column having chamfered edges |
US8544227B2 (en) | 2005-10-25 | 2013-10-01 | Jon Michael Gullette | Structural support column with base embedded within a foundation and method of forming |
CN113530222A (en) * | 2021-07-23 | 2021-10-22 | 中建一局华江建设有限公司 | Special-shaped column template |
Also Published As
Publication number | Publication date |
---|---|
JP2677893B2 (en) | 1997-11-17 |
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