JPH05106343A - Timbering for beam mold - Google Patents

Timbering for beam mold

Info

Publication number
JPH05106343A
JPH05106343A JP26614091A JP26614091A JPH05106343A JP H05106343 A JPH05106343 A JP H05106343A JP 26614091 A JP26614091 A JP 26614091A JP 26614091 A JP26614091 A JP 26614091A JP H05106343 A JPH05106343 A JP H05106343A
Authority
JP
Japan
Prior art keywords
supporting
horizontal member
timbering
sheathing board
mold
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
JP26614091A
Other languages
Japanese (ja)
Inventor
Yukimasa Ogiwara
行正 荻原
Takashi Ito
隆司 伊藤
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.)
Kajima Corp
Original Assignee
Kajima Corp
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 Kajima Corp filed Critical Kajima Corp
Priority to JP26614091A priority Critical patent/JPH05106343A/en
Publication of JPH05106343A publication Critical patent/JPH05106343A/en
Pending legal-status Critical Current

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

Abstract

PURPOSE:To simply install and remove a mold at a narrow position of a beam by suspending a horizontal member supporting the bottom sheathing board of a beam mold at the upper ends of the right and left stanchions, and rotatably fitting a beam side timbering supporting the side sheathing board of the beam mold to the horizontal member. CONSTITUTION:A horizontal member supporting the bottom sheathing board 2 of a beam mold is suspended on the upper end sections of the right and left stanchions 1, and multiple intermediate joint members 4 are suspended at the intermediate sections. The right and left stanchions 1 are made expandable. A beam side timbering 6 supporting a side sheathing board 5 is fitted at the center section of the horizontal member. The timbering 6 is constituted of an arm section 8 made rotatable by a fitting pin 7, a support section 9 at the tip of the arm section 8, and a slant member 10 reinforcing it, the timbering 6 is rotated to arrange the support section 9 along the outside of the sheathing board 5, and the side sheathing board 5 is supported and rotated in the opposite direction and suspended at the center section of the horizontal member. The assembling/disassembling work of the beam side timbering 6 is not required, and mold releasing can be simply performed.

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、梁型枠用支保工に関
するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a beam form support.

【0002】[0002]

【従来の技術】一般に、鉄筋コンクリート工事で使用さ
れる梁型枠は、コンクリートに直接接する木または金属
からなる堰板とこの堰板を支え、所定の位置に固定する
ための、支柱やばた材などからなる支保工より構成され
る。
2. Description of the Related Art In general, a beam formwork used in reinforced concrete construction is a weir plate made of wood or metal that is in direct contact with concrete, and a support or flap material for supporting the weir plate and fixing it at a predetermined position. It is composed of supporting works such as.

【0003】また、これらの堰板および支保工は、組立
および脱型が可能な限り簡単に機械的にできるように構
造がシステム化されているものが多く、たとえば、梁の
側面部に接する側堰板は梁に沿って横に細長くパネル状
に構成され、多くの縦ばたと横ばたとからなる梁側支保
工によって支えられている。
Many of these barrier plates and supporting members have a systematic structure so that they can be mechanically assembled and demolded as easily as possible. For example, the side contacting the side surface of the beam. The dam plate is formed in a horizontally elongated panel shape along the beam, and is supported by a beam-side support structure composed of many vertical and horizontal sidings.

【0004】[0004]

【発明が解決しようとする課題】しかし、前記のような
梁側支保工では、構築しようとする梁の設置間隔が比較
的大きく、梁側部に広いスペースを確保できる場合に
は、支保工の設置および撤去は何ら支障なく行うことが
できるが、図3に図示するように、梁の設置間隔がきわ
めて近く、しかも互いに斜めにとなり合っているために
梁側部に充分なスペースを確保できない場合には、互い
に邪魔になって支保工の設置および撤去がきわめて困難
になる場合が多々ある。
However, in the beam side support work as described above, when the installation intervals of the beams to be constructed are relatively large and a wide space can be secured on the beam side part, the support work of the beam support side is not possible. Installation and removal can be done without any problems, but as shown in Fig. 3, when the installation intervals of the beams are very close to each other and they are diagonal to each other, it is not possible to secure sufficient space on the side of the beam. In many cases, it is very difficult to install and remove the support work because they interfere with each other.

【0005】この発明は、このような前記従来の課題を
解決するために提案されたもので、構築しようとする梁
の側部に充分なスペースを確保できないようなきわめて
狭い場所でも、簡単に設置および撤去ができる梁型枠用
支保工を提供することを目的とする。
The present invention was proposed in order to solve the above-mentioned conventional problems, and can be easily installed even in an extremely narrow place where a sufficient space cannot be secured on the side portion of the beam to be constructed. The purpose of the present invention is to provide a support for beam formwork that can be removed.

【0006】[0006]

【課題を解決するための手段】この発明にかかる梁型枠
用支保工は、左右支柱の上端部に梁型枠の底堰板を支え
るための水平部材を架設し、この水平部材に前記梁型枠
の側堰板を支えるための梁側支保工を回転自在に取り付
けることにより構成されている。
In the beam form supporting work according to the present invention, a horizontal member for supporting a bottom dam plate of the beam form is installed on the upper ends of the left and right columns, and the beam is attached to the horizontal member. It is configured by rotatably attaching beam side supporting works for supporting the side dam plate of the formwork.

【0007】[0007]

【実施例】図1および図2は、この発明の一実施例を示
す梁型枠用支保工の側面図であり、図において、所定間
隔に建て付けられた左右2本の支柱1,1 の上端部に梁型
枠の底堰板2を支持するための水平部材3が架設され、
中間部に複数本の中間繋ぎ部材4,4 が架設されている。
左右支柱1,1 は伸縮自在に構成され、たとえばパイプサ
ポートなどが使用さている。
1 and 2 are side views of a beam form supporting work showing an embodiment of the present invention. In the figures, two right and left columns 1,1 built at predetermined intervals are shown. A horizontal member 3 for supporting the bottom dam plate 2 of the beam form is installed on the upper end,
A plurality of intermediate connecting members 4, 4 are installed in the intermediate portion.
The left and right struts 1, 1 are configured to be expandable and contractible, for example, pipe supports are used.

【0008】また、水平部材3の略中央部には、梁型枠
の側堰板5を支えるための梁側支保工6が取り付けられ
ている。
A beam-side supporting structure 6 for supporting the side dam plate 5 of the beam form is attached to a substantially central portion of the horizontal member 3.

【0009】梁側支保工6は水平部材3の略中央部に取
付ピン7によって回転自在に取り付けられた腕部8とこ
の腕部8の先端部に垂直に建て付けられた支え部9とこ
の支え部9を補強するための斜材部10とから構成されて
いる。
The beam-side support 6 includes an arm 8 rotatably attached to a substantially central portion of the horizontal member 3 by an attachment pin 7, a support portion 9 vertically installed on the tip of the arm 8, and It is composed of a diagonal member 10 for reinforcing the supporting portion 9.

【0010】腕部8、支え部9および斜材部10は何れ
も、取り外し自在に、かつ支柱1と同様に伸縮自在に構
成され、また木若しくは鋼材より構成されている。
Each of the arm portion 8, the support portion 9 and the diagonal member portion 10 is constructed so as to be detachable and extendable like the strut 1, and is made of wood or steel.

【0011】そして、梁側支保工6は取付ピン7を中心
に回転させて支え部9を梁型枠の側堰板5に添えつける
とともに、腕部8を水平部材3に複数本の固定ボルト1
1,11でボルト止めすることにより側堰板5を支えること
ができ(図1参照)、また、型枠の撤去に際し、固定ボ
ルト11,11 を取り外して水平部材3の中央部に吊り下げ
ることができる(図2参照)。
The beam side support 6 rotates the mounting pin 7 to attach the supporting portion 9 to the side dam plate 5 of the beam form, and the arm portion 8 to the horizontal member 3 with a plurality of fixing bolts. 1
The side dam plate 5 can be supported by bolting it with 1,11 (see Fig. 1), and when removing the formwork, remove the fixing bolts 11,11 and hang it on the central part of the horizontal member 3. (See FIG. 2).

【0012】したがって、この梁型枠用支保工を使用す
れば、梁型枠の側堰板5を支える側支保工の組立および
撤去作業が不要になり、また、型枠の撤去に際し、側堰
板5を真下に引き落とすことで簡単に脱型することがで
き、特に、図3に図示するように、梁の設置間隔がきわ
めて近く、しかも斜めにとなり合って、梁の側部に支保
工を組み立てられるようなスペースがきわめて少ない場
合に優れた威力を発揮する。
Therefore, if this beam form supporting work is used, the work of assembling and removing the side supporting structure for supporting the side dam plate 5 of the beam form becomes unnecessary, and the side dam is removed when removing the form. It is possible to easily remove the mold by pulling down the plate 5 right underneath. Especially, as shown in FIG. 3, the installation intervals of the beams are very close to each other, and the beams are diagonally attached to each other to support the beams. Excellent power when there is very little space to assemble.

【0013】なお、左右支柱1,1 が伸縮自在に構成され
ているため、梁高の異なるものに自由に対応することが
でき、また、腕部8、支え部9および斜材部10が何れ
も、伸縮自在に構成されているため、これらの部材の長
さを適宜変えることによって、梁幅および梁成が変わる
場合にも自由に対応できる。
Since the left and right columns 1, 1 are configured to be expandable and contractible, it is possible to freely adapt to different beam heights, and the arm portion 8, the support portion 9 and the diagonal member portion 10 Also, since it is configured to be expandable and contractible, it is possible to freely cope with a case where the beam width and the beam formation are changed by appropriately changing the lengths of these members.

【0014】[0014]

【発明の効果】この発明は以上説明したように構成され
ているため、以下に記載するような効果を有する。
Since the present invention is constructed as described above, it has the following effects.

【0015】梁側支保工を取付ピンを中心に回転させて
支え部を梁型枠の側部堰板の外側に添えつけることによ
って梁型枠の側堰板を支えることができ、また、型枠の
撤去に際し、梁側支保工を取付ピンを中心に反対方向に
回転させて水平部材3の中央部に吊り下げることができ
る。
It is possible to support the side dam plate of the beam form by rotating the beam side support around the mounting pin and attaching the supporting portion to the outside of the side dam plate of the beam form, and also to support the side dam plate of the beam form. At the time of removing the frame, the beam-side support can be rotated in the opposite direction around the mounting pin and can be hung on the central portion of the horizontal member 3.

【0016】したがって、梁型枠の側堰板を支える側支
保工の組立および撤去作業が不要になり、また、型枠の
撤去に際し、側堰板を真下に引き落とすことで簡単に脱
型することができる。このため、梁の設置間隔がきわめ
て近く、しかも梁どうしが斜めにとなり合っているため
に、梁の側部に支保工を組み立てられるようなスペース
がきわめて少ない場合に優れた威力を発揮する。
Therefore, the work of assembling and removing the side support work for supporting the side dam plate of the beam form becomes unnecessary, and when the form is removed, the side dam plate can be easily removed by pulling it down directly below. You can For this reason, since the installation intervals of the beams are very close and the beams are diagonally aligned with each other, it is very effective when there is very little space for assembling the support work on the side portions of the beams.

【0017】また、構造がきわめて簡単であるため、取
り扱いが簡単であり、製作費もきわめて安い。
Further, since the structure is extremely simple, it is easy to handle and the manufacturing cost is extremely low.

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

【図1】この発明の一実施例を示す梁型枠用支保工の正
面図である。
FIG. 1 is a front view of a beam form support structure showing an embodiment of the present invention.

【図2】図1における脱型時の梁型枠用支保工の正面図
である。
FIG. 2 is a front view of the beam form supporting work at the time of demolding in FIG.

【図3】梁型枠用支保工の設置位置を示す構造物の一部
平面図である。
FIG. 3 is a partial plan view of a structure showing an installation position of a beam form supporting work.

【符号の説明】[Explanation of symbols]

1…支柱、2…底堰板、3…水平部材、4…中間繋ぎ部
材、5…側堰板、6…梁側支保工、7…取付ピン、8…
腕部、9…支え部、10…斜材部、11…固定ボルト。
DESCRIPTION OF SYMBOLS 1 ... Prop, 2 ... Bottom dam plate, 3 ... Horizontal member, 4 ... Intermediate connection member, 5 ... Side dam plate, 6 ... Beam side support, 7 ... Mounting pin, 8 ...
Arms, 9 ... Supports, 10 ... Oblique members, 11 ... Fixing bolts.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 左右支柱の上端部に梁型枠の底堰板を支
えるための水平部材を取り付け、この水平部材に前記梁
型枠の側堰板を支えるための梁側支保工を回転自在に取
り付けたことを特徴とする梁型枠用支保工。
1. A horizontal member for supporting a bottom dam plate of a beam form is attached to upper ends of left and right columns, and a beam side support for supporting a side dam plate of the beam form is freely rotatable on the horizontal member. Beam support for beam formwork, characterized by being attached to
JP26614091A 1991-10-15 1991-10-15 Timbering for beam mold Pending JPH05106343A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP26614091A JPH05106343A (en) 1991-10-15 1991-10-15 Timbering for beam mold

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP26614091A JPH05106343A (en) 1991-10-15 1991-10-15 Timbering for beam mold

Publications (1)

Publication Number Publication Date
JPH05106343A true JPH05106343A (en) 1993-04-27

Family

ID=17426871

Family Applications (1)

Application Number Title Priority Date Filing Date
JP26614091A Pending JPH05106343A (en) 1991-10-15 1991-10-15 Timbering for beam mold

Country Status (1)

Country Link
JP (1) JPH05106343A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100455910B1 (en) * 2002-09-04 2004-11-10 주식회사 대도세라믹 Construction supporting structure for piling up bricks of the upper lintel

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0579184A (en) * 1991-03-13 1993-03-30 Okabe Co Ltd Beam form shoring unit

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0579184A (en) * 1991-03-13 1993-03-30 Okabe Co Ltd Beam form shoring unit

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100455910B1 (en) * 2002-09-04 2004-11-10 주식회사 대도세라믹 Construction supporting structure for piling up bricks of the upper lintel

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Effective date: 19960220