JPS63112541U - - Google Patents
Info
- Publication number
- JPS63112541U JPS63112541U JP477787U JP477787U JPS63112541U JP S63112541 U JPS63112541 U JP S63112541U JP 477787 U JP477787 U JP 477787U JP 477787 U JP477787 U JP 477787U JP S63112541 U JPS63112541 U JP S63112541U
- Authority
- JP
- Japan
- Prior art keywords
- mesh
- formwork
- forming
- frame according
- rotatably attached
- 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
- 230000002787 reinforcement Effects 0.000 claims description 6
- 125000006850 spacer group Chemical group 0.000 claims description 6
- 238000009415 formwork Methods 0.000 claims description 5
- 229910000831 Steel Inorganic materials 0.000 claims 1
- 230000037431 insertion Effects 0.000 claims 1
- 238000003780 insertion Methods 0.000 claims 1
- 239000000463 material Substances 0.000 claims 1
- 210000003205 muscle Anatomy 0.000 claims 1
- 230000003014 reinforcing effect Effects 0.000 claims 1
- 239000010959 steel Substances 0.000 claims 1
- 238000004804 winding Methods 0.000 claims 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
Landscapes
- Reinforcement Elements For Buildings (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
第１図はこの考案の一実施例を示す法枠の縦断
面図、第２図は型枠の組立状態を示す斜視図、第
３図ａ，ｂはそれぞれ他の実施例を示す断面図、
第４図は法枠の概観を示す斜視図、第５図は従来
例における法枠の縦断面図である。
１…網板、２…連結用スペーサー、２ａ…下端
筋支持部、２ｂ…端部、２ｃ…首部、２ｄ…上端
筋支持部、２ｅ…端部、２ｆ…補強筋、３…下端
筋、４…上端筋、５…コンクリート、６…吹付モ
ルタル、７…連結用スペーサー。
Fig. 1 is a longitudinal cross-sectional view of the frame showing one embodiment of this invention, Fig. 2 is a perspective view showing the assembled state of the formwork, Fig. 3 a and b are cross-sectional views showing other embodiments, respectively.
FIG. 4 is a perspective view showing an overview of the legal frame, and FIG. 5 is a vertical cross-sectional view of the conventional legal frame. DESCRIPTION OF SYMBOLS 1...Mesh plate, 2...Connection spacer, 2a...Lower end reinforcement support part, 2b...End part, 2c...Neck part, 2d...Upper end reinforcement support part, 2e...End part, 2f...Reinforcement bar, 3...Lower end reinforcement, 4 …Top reinforcement, 5…Concrete, 6…Shot mortar, 7…Connection spacer.
Claims (1)
状の鋼材を、前記両網板間にわたつて略水平とし
た下端筋支持部の両端より上方へ向けてすぼめて
行き、下端筋を挿入可能な間隔の首部を形成し、
該首部より前記両網板に向けて上端筋支持部を伸
張させてなる複数の連結用スペーサーを所定間隔
をおいて配し、該連結用スペーサーの両端部を前
記網板に回転可能に取り付け、折りたたみ可能と
したことを特徴とする法枠成形用型枠。 (2) 網板は金網板である実用新案登録請求の範
囲第１項記載の法枠成形用型枠。 (3) 連結用スペーサーは水平方向端部を網板の
縦方向の線材に巻き付けて回転可能に取り付けて
ある実用新案登録請求の範囲第１項記載の法枠成
形用型枠。 (4) 連結用スペーサーは水平方向端部に透孔状
係合部を設け、これを網板の網目を通して外方に
突出させ、前記網板の外面において、前記透孔状
係合部に係止棒を挿通することにより、回転可能
に取り付けてある実用新案登録請求の範囲第１項
記載の法枠成形用型枠。[Claims for Utility Model Registration] (1) A bar-shaped or wire-shaped steel material is placed between parallel mesh plates facing each other above both ends of a substantially horizontal lower end reinforcing support part. form a neck with a gap that allows insertion of the lower end muscle,
A plurality of connecting spacers each having an upper end reinforcement supporting portion extending from the neck toward both the mesh plates are arranged at predetermined intervals, and both ends of the connecting spacers are rotatably attached to the mesh plates, A formwork for forming legal frameworks characterized by being foldable. (2) The formwork for forming a legal frame according to claim 1 of the utility model registration claim, wherein the mesh plate is a wire mesh plate. (3) The formwork for forming a legal frame according to claim 1, wherein the connecting spacer is rotatably attached by winding its horizontal end around the vertical wire rod of the mesh board. (4) The connecting spacer is provided with a through-hole engaging part at the horizontal end, projects outward through the mesh of the mesh plate, and engages with the through-hole engaging part on the outer surface of the mesh plate. A formwork for forming a legal frame according to claim 1, which is rotatably attached by inserting a stop rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP477787U JPH0355638Y2 (en) | 1987-01-16 | 1987-01-16 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP477787U JPH0355638Y2 (en) | 1987-01-16 | 1987-01-16 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS63112541U true JPS63112541U (en) | 1988-07-20 |
| JPH0355638Y2 JPH0355638Y2 (en) | 1991-12-11 |
Family
ID=30785753
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP477787U Expired JPH0355638Y2 (en) | 1987-01-16 | 1987-01-16 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0355638Y2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2012136885A (en) * | 2010-12-27 | 2012-07-19 | Asahi Kasei Construction Materials Co Ltd | Method for manufacturing autoclaved lightweight concrete panel |
-
1987
- 1987-01-16 JP JP477787U patent/JPH0355638Y2/ja not_active Expired
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2012136885A (en) * | 2010-12-27 | 2012-07-19 | Asahi Kasei Construction Materials Co Ltd | Method for manufacturing autoclaved lightweight concrete panel |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0355638Y2 (en) | 1991-12-11 |
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