JPS62211463A - Beam mold frame - Google Patents
Beam mold frameInfo
- Publication number
- JPS62211463A JPS62211463A JP5148786A JP5148786A JPS62211463A JP S62211463 A JPS62211463 A JP S62211463A JP 5148786 A JP5148786 A JP 5148786A JP 5148786 A JP5148786 A JP 5148786A JP S62211463 A JPS62211463 A JP S62211463A
- Authority
- JP
- Japan
- Prior art keywords
- bottom wall
- wall part
- work
- concrete
- side walls
- 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
Links
- 238000009415 formwork Methods 0.000 description 14
- 239000004567 concrete Substances 0.000 description 9
- 230000002787 reinforcement Effects 0.000 description 3
- 230000002093 peripheral effect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
（産業上の利用分野）
本発明は、鉄筋コンクリート構造の建物の梁をコンクリ
ート打設するときに用いる梁型枠に関する。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a beam formwork used when pouring concrete into a beam for a building having a reinforced concrete structure.
（従来の技術）
従来、梁をコンクリート打設するときに使用する梁型枠
として、２つの側壁部と底壁部とを別々に作り、これ等
を組立てて使−用していた。(Prior Art) Conventionally, as a beam formwork used when pouring concrete into a beam, two side wall sections and a bottom wall section have been made separately, and these sections have been assembled and used.
（発明が解決しようとする問題点）
上記のような梁型枠は、その解体及び組立てに手間がか
かり、運搬が面倒である。また梁が階高の高い時、その
組立て及び分解作業が危険である。(Problems to be Solved by the Invention) The beam formwork as described above takes time to dismantle and assemble, and is troublesome to transport. Also, when the beams are high in height, assembly and disassembly work is dangerous.
本発明は、従来のような不都合を解消するとともに、梁
配筋作業を容易で且つ安全に行なうことができる梁型枠
を提供することをその目的とする。SUMMARY OF THE INVENTION An object of the present invention is to provide a beam formwork that eliminates the conventional inconveniences and allows beam reinforcing work to be performed easily and safely.
（問題点を解決するだめの手段）
本発明は、上記した目的を達成するために、組立てられ
た側壁部を、同じく組立てられた底壁部にその面とほぼ
同方向まで開き得るように回動自在に連結したことを特
徴とする。(Another Means for Solving the Problems) In order to achieve the above-mentioned object, the present invention rotates the assembled side wall part to the bottom wall part, which is also assembled, so that it can be opened in substantially the same direction as the surface of the bottom wall part. It is characterized by being movably connected.
（作 用）
本案梁型枠をクレーン等で作業階まで運搬し、梁のコン
クリート打設部に設置する。先ず、梁型枠の側壁部を底
壁部の面とほぼ同方向に開いた状態にし、周壁部を作業
床として梁配筋作業を行なう。その後側壁部を起立して
組立て、コンクリート打設を行なう。(Operation) The proposed beam formwork will be transported to the work floor using a crane, etc., and installed on the concrete pouring area of the beam. First, the side walls of the beam formwork are opened in substantially the same direction as the bottom wall, and the beam reinforcement work is performed using the peripheral wall as a work floor. After that, the side walls will be erected and assembled, and concrete will be poured.
（実施例） 以下、本発明の実施例を添附図面につき説明する。(Example) Embodiments of the present invention will be described below with reference to the accompanying drawings.
図面は、梁コンクリート打設部に装着した本発明の１実
施例を示す。The drawing shows an embodiment of the present invention installed in a beam concrete pouring section.
同図において、（２１） （２２）はそれぞれ梁型枠（
１）の側壁部、（３）は底壁部を示し、この底壁部（３
）の両側にはそれぞれ側壁部（２１） （２２）が蝶番
（４）により連結されており、側壁部（２＋） （２２
）の図示の位δから回動させるどその開面が底壁部（３
）の側面に当接し、鎖線で示すように底壁部（３）の面
とほぼ同方向の位置で停止するようになっている。In the same figure, (21) and (22) are the beam formwork (
1) shows the side wall part, (3) shows the bottom wall part, and this bottom wall part (3) shows the bottom wall part.
) are connected to side walls (21) (22) by hinges (4), respectively, and side walls (2+) (22
) is rotated from the position δ shown in the figure.
), and stops at a position substantially in the same direction as the surface of the bottom wall (3), as shown by the chain line.
側壁部（２＋） （２２）及び底壁部（３）は、それぞ
れせき扱（５）、立ざｌυ（６）及び横さん（７）を断
面り形の長尺材（８）及びホームタイ（９）により組立
てたものである。The side wall part (2+) (22) and the bottom wall part (3) are made of a long material (8) and a home tie with cross-sections of the weir (5), standing pitch (6) and horizontal run (7), respectively. It was assembled according to (9).
次にこの梁型枠（１）の使用の態様について説明する。Next, the mode of use of this beam formwork (1) will be explained.
作業現場にこの梁型枠（１）を運搬するに先立って、そ
の側壁部（２＋） （２２）の一方にセパレータ（ＩＧ
を取付ける。運搬模、梁型枠（１）の底壁部（３）を支
社（ＩＤにより梁のコンクリートと打設部に配置する。Before transporting this beam formwork (1) to the work site, a separator (IG) is placed on one of its side walls (2+) (22).
Install. Transport model, the bottom wall part (3) of the beam formwork (1) is placed on the concrete and pouring part of the beam according to the branch (ID).
側壁（２＋） （２２）は図面に鎖線で示すように水平
状態にし、これ等を作業床として梁配筋作業を行なう。The side walls (2+) and (22) are placed in a horizontal state as shown by chain lines in the drawing, and beam reinforcement work is carried out using them as a work floor.
その作業の終了後、側壁部（２１） （２２）を起立し
て、１方の側壁部（２１）又は（２２）に取付けたけパ
レータ（ＩＧの他端を、他方の側壁部（２２）又は（２
１）のフオームタイ（９）に連結して組立てる。After the work is completed, stand up the side walls (21) and (22) and attach the other end of the pallet (IG) to the other side wall (22) or (22). (2
Assemble by connecting to the form tie (9) in 1).
かくて、組立てられた梁型枠（１）内にコンクリートを
流し込みコンクリート打設を行なうことができる。Thus, concrete can be poured into the assembled beam form (1) and concrete placement can be performed.
以上の実施例では、２つの側壁部（２１） （２２）を
底壁部（３）に回動自在に連結したが、建物の周壁に接
した梁の梁型枠として用いる場合には、１つの側壁部（
２１）又は（２２）を設けたものでよい。In the above embodiment, the two side walls (21) and (22) are rotatably connected to the bottom wall (3), but when used as a beam formwork for a beam in contact with the peripheral wall of a building, one two side walls (
21) or (22) may be provided.
（発明の効果）
以上のように本発明によれば、梁型枠の運搬が簡単であ
り、その組立て及び解体に手間がかからないとともに高
所におけるその作業が安全である。また梁型枠の側壁部
が作業床として使えるので、梁配筋作業が容易に且つ安
全に行なうことができる。(Effects of the Invention) As described above, according to the present invention, the beam formwork can be easily transported, its assembly and disassembly requires no effort, and the work at high places is safe. Furthermore, since the side wall portion of the beam formwork can be used as a work floor, beam reinforcement work can be carried out easily and safely.
図面は、梁コンクリート打設部に装着した本発明の１実
施例の所面図を示す。
（１）・・・梁型枠
（２＋） （２２）・・・側壁部
（３）・・・底壁部
（４）・・・蝶番
他２名The drawing shows a top view of one embodiment of the present invention installed in a beam concrete placement section. (1)...Beam formwork (2+) (22)...Side wall (3)...Bottom wall (4)...Hinge and 2 other people
Claims (1)
壁部を底壁部にその面とほぼ同方向まで開き得るように
回動自在に連結したことを特徴とする梁型枠。A beam form comprising a side wall part and a bottom wall part which are assembled respectively, and the side wall part is rotatably connected to the bottom wall part so as to be opened in substantially the same direction as the surface thereof.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5148786A JPS62211463A (en) | 1986-03-11 | 1986-03-11 | Beam mold frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5148786A JPS62211463A (en) | 1986-03-11 | 1986-03-11 | Beam mold frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS62211463A true JPS62211463A (en) | 1987-09-17 |
Family
ID=12888319
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP5148786A Pending JPS62211463A (en) | 1986-03-11 | 1986-03-11 | Beam mold frame |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS62211463A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06101338A (en) * | 1992-09-18 | 1994-04-12 | Kajima Corp | Form for beam |
-
1986
- 1986-03-11 JP JP5148786A patent/JPS62211463A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06101338A (en) * | 1992-09-18 | 1994-04-12 | Kajima Corp | Form for beam |
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