JPS581644U - Double pile method - Google Patents
Double pile methodInfo
- Publication number
- JPS581644U JPS581644U JP9351281U JP9351281U JPS581644U JP S581644 U JPS581644 U JP S581644U JP 9351281 U JP9351281 U JP 9351281U JP 9351281 U JP9351281 U JP 9351281U JP S581644 U JPS581644 U JP S581644U
- Authority
- JP
- Japan
- Prior art keywords
- pile method
- double pile
- drawings
- view
- utility
- 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
Landscapes
- Piles And Underground Anchors (AREA)
- Foundations (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
に 第１図は本考案の縦断面図、第２図は横断面図
く である。図中１は白桃、２は外杭、３は鉄筋、４
はモルタルまたは土砂、５はコンクリートである。
補正昭５６．８．１８
実用新案登録請求の範囲、図面の簡単な説明を次のよう
に補正する。
Ｏ実用新案登録請求の範囲
本文並びに図面に詳記するように、白桃および重杭の２
１杭を用いた杭構造及び施工法。
図面の簡単な説明
第１図は本考案の縦断面図、第２図は横断面図である。
図中１は白桃、２は重杭で前記３の詳細説明における■
鉛直および水平の両方向云々の場合は図の破線のように
重杭をある程度長、くするものとする。３は鉄筋、４は
モルタルまたは土砂で本文による。５はコンクリートで
ある。Figure 1 is a longitudinal cross-sectional view of the present invention, and Figure 2 is a cross-sectional view. In the diagram, 1 is a white peach, 2 is an outside stake, 3 is a reinforcing bar, and 4
is mortar or earth and sand, and 5 is concrete. Amendment August 18, 1982 The claims for utility model registration and the brief description of the drawings are amended as follows. O As detailed in the scope of claims for utility model registration and the drawings, two of the white peach and juku
Pile structure and construction method using one pile. BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a longitudinal sectional view of the present invention, and FIG. 2 is a transverse sectional view. In the diagram, 1 is a white peach, 2 is a heavy stake, and ■ in the detailed explanation of 3 above.
In the case of both vertical and horizontal directions, the heavy piles should be made a certain length as shown by the broken line in the figure. 3 is reinforcing steel, 4 is mortar or earth and sand, according to the text. 5 is concrete.
Claims (1)
１抗を用いることにより、応力上および施工上の多数の
利点を有する工法。As detailed in the text and drawings, the two
This construction method has many advantages in terms of stress and construction by using one resistor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9351281U JPS581644U (en) | 1981-06-24 | 1981-06-24 | Double pile method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9351281U JPS581644U (en) | 1981-06-24 | 1981-06-24 | Double pile method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS581644U true JPS581644U (en) | 1983-01-07 |
Family
ID=29888477
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9351281U Pending JPS581644U (en) | 1981-06-24 | 1981-06-24 | Double pile method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS581644U (en) |
-
1981
- 1981-06-24 JP JP9351281U patent/JPS581644U/en active Pending
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