JPS6231612U - - Google Patents
Info
- Publication number
- JPS6231612U JPS6231612U JP12219385U JP12219385U JPS6231612U JP S6231612 U JPS6231612 U JP S6231612U JP 12219385 U JP12219385 U JP 12219385U JP 12219385 U JP12219385 U JP 12219385U JP S6231612 U JPS6231612 U JP S6231612U
- Authority
- JP
- Japan
- Prior art keywords
- showing
- view
- longitudinal sectional
- sectional front
- intervals
- 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 2
- 230000003014 reinforcing effect Effects 0.000 claims 1
- 230000002787 reinforcement Effects 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000002537 cosmetic Substances 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
Landscapes
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
- Reinforcement Elements For Buildings (AREA)
- Rod-Shaped Construction Members (AREA)
Description
第１図は本考案の型枠ブロツクの第１実施例を
示す縦断正面図、第２図は同上平面図、第３図は
そのブロツクの製造法の一例を示す縦断正面図、
第４図、第５図は他の製造法の工程を示す縦断正
面図、第６図〜第８図はそれぞれ使用例を示す縦
断正面図、第９図は第２実施例を示す正面図、第
１０図は第３実施例を示す正面図、第１１図は第
４実施例を示す正面図、第１２図は第５実施例を
示す正面図、第１３図は第６実施例を示す斜視図
、第１４図は第７実施例を示す斜視図、第１５図
は第８実施例を示す縦断正面図である。
１，１′……コンクリート平板、２……鉄筋、
２ａ，２ａ′，２ｂ，２ｂ′……辺、３，３′…
…縦型の箱型枠、４，４′……偏平な箱型枠、５
……コンクリート、６……縦筋、７……横筋、８
……コンクリート板、９……スターラツプ筋、１
０……梁主筋、１１……梁、１２……斜材、１３
……化粧面、１４……スペーサー。
FIG. 1 is a longitudinal sectional front view showing a first embodiment of the formwork block of the present invention, FIG. 2 is a plan view of the same, and FIG. 3 is a longitudinal sectional front view showing an example of the manufacturing method of the block.
4 and 5 are longitudinal sectional front views showing the steps of another manufacturing method, FIGS. 6 to 8 are longitudinal sectional front views showing usage examples, respectively, and FIG. 9 is a front view showing the second embodiment, Fig. 10 is a front view showing the third embodiment, Fig. 11 is a front view showing the fourth embodiment, Fig. 12 is a front view showing the fifth embodiment, and Fig. 13 is a perspective view showing the sixth embodiment. 14 is a perspective view showing the seventh embodiment, and FIG. 15 is a longitudinal sectional front view showing the eighth embodiment. 1,1'...Concrete flat plate, 2...Reinforcement bar,
2a, 2a', 2b, 2b'...side, 3, 3'...
...Vertical box form, 4,4'...Flat box form, 5
...Concrete, 6...Vertical reinforcement, 7...Horizontal reinforcement, 8
... Concrete plate, 9 ... Stirrup muscle, 1
0... Beam main reinforcement, 11... Beam, 12... Diagonal member, 13
...Cosmetic surface, 14...Spacer.
Claims (1)
埋設される輪状の鉄筋で間隔を存して連結したこ
とを特徴とする型枠ブロツク。 A formwork block is characterized by connecting parallel concrete plates at intervals with ring-shaped reinforcing bars that are partially buried inside.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1985122193U JPH0334967Y2 (en) | 1985-08-09 | 1985-08-09 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1985122193U JPH0334967Y2 (en) | 1985-08-09 | 1985-08-09 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6231612U true JPS6231612U (en) | 1987-02-25 |
| JPH0334967Y2 JPH0334967Y2 (en) | 1991-07-24 |
Family
ID=31012160
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1985122193U Expired JPH0334967Y2 (en) | 1985-08-09 | 1985-08-09 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0334967Y2 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11323968A (en) * | 1998-05-20 | 1999-11-26 | Katsuya Hiraoka | Concrete panel and execution method of building/ constructed body therewith |
| JP5832053B1 (en) * | 2015-04-27 | 2015-12-16 | 株式会社フジモト | Formwork structure for earthquake resistant wall |
| JP2018505981A (en) * | 2015-02-09 | 2018-03-01 | テヨン ピーシーエム カンパニー リミテッドＴａｅｙｅｏｎｇ Ｐｃｍ Ｃｏ．，Ｌｔｄ | PC truss wall structure and construction method thereof |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5657316U (en) * | 1979-10-08 | 1981-05-18 | ||
| JPS5972344A (en) * | 1982-10-19 | 1984-04-24 | 小林 晃 | Building block |
-
1985
- 1985-08-09 JP JP1985122193U patent/JPH0334967Y2/ja not_active Expired
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5657316U (en) * | 1979-10-08 | 1981-05-18 | ||
| JPS5972344A (en) * | 1982-10-19 | 1984-04-24 | 小林 晃 | Building block |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11323968A (en) * | 1998-05-20 | 1999-11-26 | Katsuya Hiraoka | Concrete panel and execution method of building/ constructed body therewith |
| JP2018505981A (en) * | 2015-02-09 | 2018-03-01 | テヨン ピーシーエム カンパニー リミテッドＴａｅｙｅｏｎｇ Ｐｃｍ Ｃｏ．，Ｌｔｄ | PC truss wall structure and construction method thereof |
| JP5832053B1 (en) * | 2015-04-27 | 2015-12-16 | 株式会社フジモト | Formwork structure for earthquake resistant wall |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0334967Y2 (en) | 1991-07-24 |