JPH0218544U - - Google Patents
Info
- Publication number
- JPH0218544U JPH0218544U JP9456488U JP9456488U JPH0218544U JP H0218544 U JPH0218544 U JP H0218544U JP 9456488 U JP9456488 U JP 9456488U JP 9456488 U JP9456488 U JP 9456488U JP H0218544 U JPH0218544 U JP H0218544U
- Authority
- JP
- Japan
- Prior art keywords
- plate
- fixed
- torsion
- pouring
- shaped steel
- 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
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 230000007423 decrease Effects 0.000 claims 1
- 239000002689 soil Substances 0.000 claims 1
Landscapes
- Foundations (AREA)
Description
第１図は従来技術の平面図であり、第２図は同
じく側面図である。第３図は本願考案の平面図で
あり、第４図は同じく側面図であり、又第５図は
Ｈ型鋼１に関する平面図である。
１…Ｈ型鋼、２…袖板、３…プレート、４…ボ
ルト、５…閉塞板、６…側板、７…連結板。
FIG. 1 is a plan view of the prior art, and FIG. 2 is a side view of the same. 3 is a plan view of the present invention, FIG. 4 is a side view, and FIG. 5 is a plan view of the H-shaped steel 1. DESCRIPTION OF SYMBOLS 1...H-shaped steel, 2...Sleeve plate, 3...Plate, 4...Bolt, 5...Closing plate, 6...Side plate, 7...Connecting plate.
Claims (1)
、該Ｈ型鋼１の断面より必要量拡大した方形のプ
レート３を固着すると共に、プレート３より縦長
上の先端部に及ぶにしたがつて漸減する「ねじれ
」モーメントと、打設に依つて生ずる既成土壌に
依る土圧抵抗力を加味した「ねじれ」モーメント
の重点部位たるプレート３より、必要となる縦長
に亘るＨ型鋼１の両側板６の夫々の端部をプレー
ト３の巾と一致する閉塞板５を以つて両側板６と
プレート３と一体化に固着し、両側板６の夫々の
延長線上閉塞板５とプレート３との空間には夫々
袖板２を以つて閉塞板５とプレート３を一体化に
固着した上、プレート３には必要となる複数量の
ボルト４を通入固着して成ることを特長とした打
設方式ポール基礎。 A rectangular plate 3, which is enlarged by the required amount from the cross section of the H-shaped steel 1, is fixed to the top of the H-shaped steel 1, which has the planned vertical length and strength, and gradually decreases as it reaches the top end vertically above the plate 3. From the plate 3, which is an important part of the "torsion" moment that takes into account the "torsion" moment caused by the pouring and the earth pressure resistance force due to the existing soil generated by pouring, Both side plates 6 and plate 3 are integrally fixed at each end with a closing plate 5 whose width matches the width of plate 3, and a space between the closing plate 5 and plate 3 is provided on the extension line of each side plate 6. A driving method pole foundation characterized in that a closing plate 5 and a plate 3 are integrally fixed with sleeve plates 2, respectively, and a plurality of necessary bolts 4 are inserted and fixed in the plate 3. .
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9456488U JPH0533564Y2 (en) | 1988-07-19 | 1988-07-19 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9456488U JPH0533564Y2 (en) | 1988-07-19 | 1988-07-19 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0218544U true JPH0218544U (en) | 1990-02-07 |
| JPH0533564Y2 JPH0533564Y2 (en) | 1993-08-26 |
Family
ID=31319106
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9456488U Expired - Lifetime JPH0533564Y2 (en) | 1988-07-19 | 1988-07-19 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0533564Y2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH05209415A (en) * | 1992-01-29 | 1993-08-20 | Nippon Chikou Kk | Panzer mast foundation pile and driving method therefor |
-
1988
- 1988-07-19 JP JP9456488U patent/JPH0533564Y2/ja not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH05209415A (en) * | 1992-01-29 | 1993-08-20 | Nippon Chikou Kk | Panzer mast foundation pile and driving method therefor |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0533564Y2 (en) | 1993-08-26 |
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