JPH0313342U - - Google Patents
Info
- Publication number
- JPH0313342U JPH0313342U JP7312989U JP7312989U JPH0313342U JP H0313342 U JPH0313342 U JP H0313342U JP 7312989 U JP7312989 U JP 7312989U JP 7312989 U JP7312989 U JP 7312989U JP H0313342 U JPH0313342 U JP H0313342U
- Authority
- JP
- Japan
- Prior art keywords
- plate
- shaped steel
- sides
- hardened
- longitudinal direction
- 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 6
- 239000010959 steel Substances 0.000 claims description 6
- 238000000034 method Methods 0.000 claims description 2
- 238000009434 installation Methods 0.000 claims 1
- 230000003014 reinforcing effect Effects 0.000 claims 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
Landscapes
- Foundations (AREA)
Description
第１図は本願考案の平面図であり、第２図は同
じくその側面図である。第３図は本願の施工要領
並びに作用効果に係る図面である。第４図〜第８
図は従来技術に係る説明図である。
１……Ｈ型鋼、２……ねじれ止め板、３……補
強板、４……プレート、５……ボルト、６……調
節ナツト、７……抵抗板、８……根巻コンクリー
ト、９……重複部、１０……ポール、１１……掘
削穴。
FIG. 1 is a plan view of the present invention, and FIG. 2 is a side view thereof. FIG. 3 is a drawing related to the construction procedure and effects of the present application. Figures 4 to 8
The figure is an explanatory diagram related to the prior art. 1... H-shaped steel, 2... Torsion prevention plate, 3... Reinforcement plate, 4... Plate, 5... Bolt, 6... Adjustment nut, 7... Resistance plate, 8... Negaki concrete, 9... ...Overlapping part, 10...Pole, 11...Drilling hole.
Claims (1)
鋼断面よりも計画量拡大された方形プレートＰを
固着し、又プレートＰ下面よりＨ型鋼２１開放両
面を閉塞して必要長のねじれ止め板２２を、又ね
じれ止め板２２にはそれぞれＨ型鋼２１の延長線
上に補強板２３をそれぞれプレートＰと共に頑強
に固着して成る公知の基礎体に対し。 Ｈ型鋼１の両側には芯板の延長線上に、先端を
斜傾切欠した平板による大型拡大面の抵抗板７を
その全側面をもつて頑強に固着し、その横長手方
向に対する耐圧強度については、打設後において
注入硬化する根巻コンクリート８と、横長手方向
の全上辺を重複部９として根巻コンクリート８と
硬化一体化し得る如くして、安定したポール基礎
とすることを特徴とする打設方式ポール基礎。[Scope of Claim for Utility Model Registration] A rectangular plate P whose planned amount is larger than the cross section of the H-shaped steel is fixed to the upper side of the H-shaped steel 21 with planned strength and length, and both open sides of the H-shaped steel 21 are closed from the bottom surface of the plate P. For a known base body, a torsion stopper plate 22 of the required length is attached, and a reinforcing plate 23 is firmly fixed to the torsion stopper plate 22 along with a plate P on an extension of the H-shaped steel 21, respectively. On both sides of the H-shaped steel 1, on the extension line of the core plate, a large enlarged surface resistance plate 7, which is a flat plate with an inclined notch at the tip, is firmly fixed on all sides, and its pressure resistance in the horizontal and longitudinal direction is determined. A stable pole foundation is created by making the root wrapping concrete 8 which is injected and hardened after pouring, and by making the entire upper side in the horizontal and longitudinal direction into an overlapping part 9 so that it can be hardened and integrated with the root wrapping concrete 8. Installation method: Pole foundation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7312989U JPH067076Y2 (en) | 1989-06-23 | 1989-06-23 | Placing method Pole foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7312989U JPH067076Y2 (en) | 1989-06-23 | 1989-06-23 | Placing method Pole foundation |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0313342U true JPH0313342U (en) | 1991-02-12 |
| JPH067076Y2 JPH067076Y2 (en) | 1994-02-23 |
Family
ID=31611685
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP7312989U Expired - Lifetime JPH067076Y2 (en) | 1989-06-23 | 1989-06-23 | Placing method Pole foundation |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH067076Y2 (en) |
-
1989
- 1989-06-23 JP JP7312989U patent/JPH067076Y2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH067076Y2 (en) | 1994-02-23 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| EXPY | Cancellation because of completion of term |