JPS6197446U - - Google Patents
Info
- Publication number
- JPS6197446U JPS6197446U JP18178584U JP18178584U JPS6197446U JP S6197446 U JPS6197446 U JP S6197446U JP 18178584 U JP18178584 U JP 18178584U JP 18178584 U JP18178584 U JP 18178584U JP S6197446 U JPS6197446 U JP S6197446U
- Authority
- JP
- Japan
- Prior art keywords
- pillars
- reinforcing bar
- mortar layer
- flat plates
- formwork
- 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
- 238000009415 formwork Methods 0.000 claims description 7
- 239000004570 mortar (masonry) Substances 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 238000010586 diagram Methods 0.000 description 4
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Reinforcement Elements For Buildings (AREA)
- Piles And Underground Anchors (AREA)
Description
第１図は本考案にかゝる型枠の要部構造を示す
図で第２図のＡ矢視拡大断面図、第２図は本型枠
の全体構造を示す模式図、第３図は支柱に対する
鉄筋網と軸部材との結合構造を示す斜視図、第４
図は従来の浮型枠型式の型枠構造を示す模式図、
第５図は同じく従来の背面アンカー型式の型枠構
造を示す模式図である。
１……平板、２……支柱、３……鉄筋網、５…
…モルタル層、６……緊締手段、７……型枠本体
。
Fig. 1 is a diagram showing the main structure of the formwork according to the present invention, and is an enlarged sectional view taken in the direction of arrow A in Fig. 2. Fig. 2 is a schematic diagram showing the overall structure of the formwork. A fourth perspective view showing the connection structure between the reinforcing bar network and the shaft member for the column.
The figure is a schematic diagram showing the formwork structure of the conventional floating formwork type.
FIG. 5 is a schematic diagram showing a conventional back anchor type formwork structure. 1...Flat plate, 2...Column, 3...Rebar net, 5...
... Mortar layer, 6... Tightening means, 7... Form body.
Claims (1)
すると共に前記支柱相互間に鉄筋網を張設し、前
記平板を含む傾斜地盤上には前記鉄筋網を包むよ
うにモルタル層を形成し、前記モルタル層から所
定距離離間した上方位には前記支柱に結ぶ緊締手
段により型枠本体を固定したことを特徴とするコ
ンクリート打設用型枠構造。 A large number of flat plates with pillars erected thereon are placed on an inclined counterboard, a reinforcing bar network is stretched between the pillars, and a mortar layer is formed on the inclined ground including the flat plates so as to surround the reinforcing bar network. A formwork structure for pouring concrete, characterized in that a formwork body is fixed in an upper direction at a predetermined distance from the mortar layer by means of tightening means connected to the support pillars.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP18178584U JPH033637Y2 (en) | 1984-11-30 | 1984-11-30 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP18178584U JPH033637Y2 (en) | 1984-11-30 | 1984-11-30 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6197446U true JPS6197446U (en) | 1986-06-23 |
| JPH033637Y2 JPH033637Y2 (en) | 1991-01-30 |
Family
ID=30739325
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP18178584U Expired JPH033637Y2 (en) | 1984-11-30 | 1984-11-30 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH033637Y2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006316474A (en) * | 2005-05-11 | 2006-11-24 | Sumitomo Mitsui Construction Co Ltd | Construction method for concrete retaining wall |
-
1984
- 1984-11-30 JP JP18178584U patent/JPH033637Y2/ja not_active Expired
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2006316474A (en) * | 2005-05-11 | 2006-11-24 | Sumitomo Mitsui Construction Co Ltd | Construction method for concrete retaining wall |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH033637Y2 (en) | 1991-01-30 |
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