JPS6135948U - earth retaining material - Google Patents
earth retaining materialInfo
- Publication number
- JPS6135948U JPS6135948U JP11924584U JP11924584U JPS6135948U JP S6135948 U JPS6135948 U JP S6135948U JP 11924584 U JP11924584 U JP 11924584U JP 11924584 U JP11924584 U JP 11924584U JP S6135948 U JPS6135948 U JP S6135948U
- Authority
- JP
- Japan
- Prior art keywords
- view
- earth retaining
- retaining material
- fence
- ribs
- 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
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (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) [Abstract] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
第１図は、従来の土留材の説明用断面図、第２図は本考
案に係る鋼板製柵板を用いる土留材の基本構造図てＡは
側面図Ｂは背面図。
第３図は同じく強化プラスチック製柵板を用いる土留材
の基本構造図でＣは側面図Ｄは背面図、第４図はリブの
形状３種の説明用側面図、第５図は本考案の薄鋼板製柵
板を用いる土留材実施例の基本構造図でＨは側面図Ｋは
背面図、第６図は小規模な土留材の実施例の斜視図、第
７図は第６図より若干高さの高い土留材の実施例の斜視
図、第８．９．１０図は柵板の水平方向連接要領３実施
例の説明用斜視図、第１１図は本考案の土留材を柵渠の
側壁に用いた実施例でＰは断面図Ｑは斜視図、第１２図
は軟弱地盤地域に前図同様に柵渠の側壁に用いた実施例
でＲは断面図Ｓは斜視図、第１３図は第１１図と同目的
別工法の実施例の断面図である。
図中、１′：従来の柵板、１：本考案の柵板、１−１＝
柵板表面、１−２：柵板背面、１−３：リブ、１−４＝
下端縁、１−５：リブの幅、１一６：柵板の高さ、１−
７＝柵板の長さ、２′：従来のＨ形鋼製支柱、２：本考
案の支柱、３：キ七ツプ、４：沈下防止板、７：控杭、
８：タイロツド、９：継目金物、９−１＝継目板（アン
グル）、９−２：継目板（平鋼）、９−３：鋸型継目金
物、１０：ボルトナットおよびワッシャ、１１：沈下防
止材、１２：切粱。FIG. 1 is an explanatory sectional view of a conventional earth retaining material, and FIG. 2 is a basic structural diagram of the earth retaining material using a steel fence plate according to the present invention. A is a side view and B is a rear view. Figure 3 is a basic structural diagram of the earth retaining material that also uses reinforced plastic fence boards, C is a side view, D is a back view, Figure 4 is a side view for explaining three types of rib shapes, and Figure 5 is a diagram of the present invention. The basic structure of an example of earth retaining material using thin steel fence plates. H is a side view, K is a rear view, Figure 6 is a perspective view of an example of a small earth retaining material, and Figure 7 is slightly larger than Figure 6. A perspective view of an embodiment of the high-height earth retaining material, Figures 8, 9, and 10 are perspective views for explaining the third embodiment of the method for horizontally connecting fence plates, and Figure 11 is a perspective view of an embodiment of the earth retaining material of the present invention. P is a cross-sectional view, Q is a perspective view, and FIG. 12 is an example used for a side wall of a fence culvert in a soft ground area, similar to the previous figure. R is a cross-section, and S is a perspective view. 11 is a sectional view of an embodiment of the same purpose-specific construction method as FIG. 11. In the figure, 1': conventional fence board, 1: fence board of the present invention, 1-1=
Fence board surface, 1-2: Fence board back, 1-3: Rib, 1-4=
Lower edge, 1-5: Width of rib, 1-6: Height of fence board, 1-
7 = Length of fence board, 2': Conventional H-shaped steel support, 2: Support of the present invention, 3: Kippet, 4: Subsidence prevention plate, 7: Retaining pile,
8: tie rod, 9: joint hardware, 9-1 = joint plate (angle), 9-2: joint plate (flat steel), 9-3: saw-shaped joint hardware, 10: bolt nuts and washers, 11: subsidence prevention Material, 12: Kiriko.
Claims (1)
続するリブ１−３を複数条具備してなる土留面を被覆す
る柵板１と、この棚板１のリブ１−３に直角即ち垂直方
向に所定の間隔をおいて削穿した孔を貫通して地中に打
設する支柱２よりなることを特徴とする土留材。A fence board 1 that covers a retaining surface has a flat surface 1-1 and a rear surface 1-2 having a plurality of ribs 1-3 that are continuous in the longitudinal direction in the horizontal direction, and ribs 1-3 of this shelf board 1. An earth retaining material characterized by comprising pillars 2 which are driven into the ground through holes drilled at predetermined intervals at right angles to, that is, in the vertical direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11924584U JPS6135948U (en) | 1984-07-31 | 1984-07-31 | earth retaining material |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11924584U JPS6135948U (en) | 1984-07-31 | 1984-07-31 | earth retaining material |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS6135948U true JPS6135948U (en) | 1986-03-05 |
Family
ID=30678126
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP11924584U Pending JPS6135948U (en) | 1984-07-31 | 1984-07-31 | earth retaining material |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6135948U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5876736A (en) * | 1981-10-31 | 1983-05-09 | Shimadzu Corp | Load compensating type hydraulic material testing machine |
| JP2010144350A (en) * | 2008-12-16 | 2010-07-01 | Nippon Kankyo Seizo Kk | Simple earth retaining wall and method for constructing the same |
-
1984
- 1984-07-31 JP JP11924584U patent/JPS6135948U/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5876736A (en) * | 1981-10-31 | 1983-05-09 | Shimadzu Corp | Load compensating type hydraulic material testing machine |
| JP2010144350A (en) * | 2008-12-16 | 2010-07-01 | Nippon Kankyo Seizo Kk | Simple earth retaining wall and method for constructing the same |
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