JPH0457533U - - Google Patents
Info
- Publication number
- JPH0457533U JPH0457533U JP10078990U JP10078990U JPH0457533U JP H0457533 U JPH0457533 U JP H0457533U JP 10078990 U JP10078990 U JP 10078990U JP 10078990 U JP10078990 U JP 10078990U JP H0457533 U JPH0457533 U JP H0457533U
- Authority
- JP
- Japan
- Prior art keywords
- wire mesh
- horizontal
- horizontal member
- construction method
- shape
- 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 claims description 9
- 238000010276 construction Methods 0.000 claims description 4
- 230000014759 maintenance of location Effects 0.000 claims 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
第１図はこの考案に係る後型枠の第１実施例の
正面図、第２図はこの考案に係る後型枠の第１実
施例の使用状態を示す断面図、第３図はこの考案
に係る桟橋支持柱のあとじまい工法における後型
枠を使用する箇所の斜視図、第４図はこの考案に
係る後型枠の第１実施例の使用状態を示す斜視図
、第５図はハコ抜き工法に替わる開口面積の狭い
工法による使用状態を示す斜視図、第６図はこの
考案に係る桟橋支持柱のあとじまい工法における
後型枠を使用する箇所を示す一部断面図である。
１……後型枠、１ａ……後型枠の横材、１ｂ…
…後型枠の縦材、２……床盤、３……Ｈ鋼、４…
…クレーン車、５……桟橋、６……コンクリート
。
Fig. 1 is a front view of the first embodiment of the rear formwork according to this invention, Fig. 2 is a sectional view showing the usage state of the first embodiment of the rear formwork according to this invention, and Fig. 3 is a front view of the first embodiment of the rear formwork according to this invention. FIG. 4 is a perspective view showing the use of the first embodiment of the rear formwork according to this invention, and FIG. FIG. 6 is a perspective view showing a state in which a construction method with a narrow opening area is used as an alternative to the punching construction method, and FIG. 6 is a partial sectional view showing a location where a rear formwork is used in the rear end construction method of a pier support column according to this invention. 1... Rear formwork, 1a... Cross member of rear formwork, 1b...
...Vertical member of rear formwork, 2... Floor plate, 3... H steel, 4...
...Crane truck, 5...pier, 6...concrete.
Claims (1)
横材の全角の部分及び横材と縦材の交差部の内角
と部分に切り抜きを施してなり、この金網が屈曲
性と保形性を同時に兼ね備え持つことを特徴とす
る桟橋支持柱のあとじまい工法における後型枠。 The wire mesh is formed into a T-shape with horizontal and vertical members combined,
The rear end of a pier support column is made by cutting out the full-width part of the horizontal member and the inner corner and part of the intersection of the horizontal member and the vertical member, and the wire mesh has both flexibility and shape retention. Post formwork in construction method.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10078990U JPH0457533U (en) | 1990-09-25 | 1990-09-25 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10078990U JPH0457533U (en) | 1990-09-25 | 1990-09-25 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0457533U true JPH0457533U (en) | 1992-05-18 |
Family
ID=31843705
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP10078990U Pending JPH0457533U (en) | 1990-09-25 | 1990-09-25 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0457533U (en) |
-
1990
- 1990-09-25 JP JP10078990U patent/JPH0457533U/ja active Pending