JPS59129940U - Steel pipe cell structure - Google Patents
Steel pipe cell structureInfo
- Publication number
- JPS59129940U JPS59129940U JP2378983U JP2378983U JPS59129940U JP S59129940 U JPS59129940 U JP S59129940U JP 2378983 U JP2378983 U JP 2378983U JP 2378983 U JP2378983 U JP 2378983U JP S59129940 U JPS59129940 U JP S59129940U
- Authority
- JP
- Japan
- Prior art keywords
- steel pipe
- view
- cell
- pipe cell
- cell structure
- 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)
- Bulkheads Adapted To Foundation Construction (AREA)
- Revetment (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
第１図は従来の鋼管矢板セルの平面図、第２図□ は
その一部を拡大して示す平面図、第３図はその鋼管矢板
セルの設置状態を示す側面図である。第４図ないし第１
１図はこの考案の実施例を示すものであって、第４図は
鋼管セルの斜視図、第５図はその平面図、第６図は鋼管
セルの一部を示す拡大横断平面図、第７図は鋼管セルを
吊上運搬している状態を示す側面図、第８図は鋼管セル
を海底地盤に降ろして支持杭を打設している状態を示す
側面図、第９図はこの考案の鋼管セル構造物の側面図、
第１０図はその平面図、第１１図はその鋼管セル構造物
の一部を示す拡大横断平面図、第１２図は鋼管セル構造
物を使用した人工島を示す縦断斜視図である。
図において、１は鋼管、２は鋼製連結板、３は鋼管セル
、４は海底地盤、５は支持杭、１０はクレーン船、１３
は杭打船、１４はハンマー、１５は結合用モルタルであ
る。
宥り扛１
１
第６図
補正 昭５９． ５．２２
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
垂直な多数の鋼管１が筒状に並べて配置されると共に、
隣り合う各鋼管１がそれらの間に介在されて溶接結合さ
れた鋼製連結板２により連結されて、筒状の鋼管セル３
が構成されていることを特徴とする鋼管セル構造物。
図面の簡単な説明
第１図は従来の鋼管矢板セルの平面図、第２図はその一
部を拡大して示す平面図、第３図はその鋼管矢板セルの
設置状態を示す側面図である。第４図ないし第１１図は
この考案の実施例を示すものであって、第４図は鋼管セ
ルの斜視図、第５図はその平面図、第６図は鋼管セルの
一部を示す拡大横断平面図、第７図は鋼管セルを吊上運
搬して′ いる状態を示す側面図、第８図は鋼管セルを
海底地盤に降る主で支持杭を打設している状態を示す側
面図、第９図はこの考案の鋼管セル構造物の側面図、第
１０図はその平面図、第１１図はその鋼管セル構造物の
一部を示す拡大横断平面図、第１２図は鋼管セル構造物
を使用した人工島を示す縦断斜視図である。
図において、１は鋼管、２は鋼製連結板、３は鋼管セル
、４は海底地盤、５は支持杭、１０はクレーン船、１３
は杭打船、１４はハンマー、１５は結合用モルタルであ
る。FIG. 1 is a plan view of a conventional steel pipe sheet pile cell, FIG. 2 □ is a partially enlarged plan view, and FIG. 3 is a side view showing the installed state of the steel pipe sheet pile cell. Figures 4 to 1
Fig. 1 shows an embodiment of this invention, Fig. 4 is a perspective view of a steel pipe cell, Fig. 5 is a plan view thereof, Fig. 6 is an enlarged cross-sectional plan view showing a part of the steel pipe cell, and Fig. Figure 7 is a side view showing the steel pipe cell being lifted and transported, Figure 8 is a side view showing the steel pipe cell being lowered to the seabed and supporting piles are being driven, and Figure 9 is a side view showing this invention. side view of steel pipe cell structure,
FIG. 10 is a plan view thereof, FIG. 11 is an enlarged cross-sectional plan view showing a part of the steel pipe cell structure, and FIG. 12 is a longitudinal cross-sectional perspective view showing an artificial island using the steel pipe cell structure. In the figure, 1 is a steel pipe, 2 is a steel connecting plate, 3 is a steel pipe cell, 4 is submarine ground, 5 is a support pile, 10 is a crane ship, 13
14 is a hammer, and 15 is a mortar for joining. Appeasement 1 1 Figure 6 correction 1982. 5.22 The claims for utility model registration and the brief description of the drawings are amended as follows. O Utility Model Registration Claims A large number of vertical steel pipes 1 are arranged side by side in a cylindrical shape,
Adjacent steel pipes 1 are connected by a welded steel connecting plate 2 interposed between them to form a cylindrical steel pipe cell 3.
A steel pipe cell structure characterized by comprising: Brief explanation of the drawings Figure 1 is a plan view of a conventional steel pipe sheet pile cell, Figure 2 is a plan view showing a part of the cell on an enlarged scale, and Figure 3 is a side view showing the installed state of the steel pipe sheet pile cell. . Figures 4 to 11 show examples of this invention, in which Figure 4 is a perspective view of a steel pipe cell, Figure 5 is a plan view thereof, and Figure 6 is an enlarged view of a part of the steel pipe cell. A cross-sectional plan view, Figure 7 is a side view showing the steel pipe cell being lifted and transported, and Figure 8 is a side view showing the steel pipe cell being lowered onto the seabed and supporting piles are being driven. , Fig. 9 is a side view of the steel pipe cell structure of this invention, Fig. 10 is its plan view, Fig. 11 is an enlarged cross-sectional plan view showing a part of the steel pipe cell structure, and Fig. 12 is the steel pipe cell structure. FIG. 2 is a vertical perspective view showing an artificial island using materials. In the figure, 1 is a steel pipe, 2 is a steel connecting plate, 3 is a steel pipe cell, 4 is submarine ground, 5 is a support pile, 10 is a crane ship, 13
14 is a hammer, and 15 is a mortar for joining.
Claims (1)
、隣り合う各鋼管１がそれらの間に介在されて溶接結合
された鋼製連結板２により連結されて、円形の鋼管セル
３が構成され、その鋼管セル３が海底地盤４に設置され
、かつ鋼管セル３における各鋼管１内に挿通された支持
杭５が海底地盤４に打込まれ、その支持杭５と前記鋼管
１とが結合されていることを特徴とする鋼管セル構造物
。A large number of vertical steel pipes 1 are arranged side by side on a cylinder, and adjacent steel pipes 1 are interposed between them and connected by welded steel connecting plates 2 to form a circular steel pipe cell 3. Then, the steel pipe cell 3 is installed on the seabed ground 4, and the support pile 5 inserted into each steel pipe 1 in the steel pipe cell 3 is driven into the seabed ground 4, and the support pile 5 and the steel pipe 1 are connected. A steel pipe cell structure characterized by:
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2378983U JPS59129940U (en) | 1983-02-22 | 1983-02-22 | Steel pipe cell structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2378983U JPS59129940U (en) | 1983-02-22 | 1983-02-22 | Steel pipe cell structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS59129940U true JPS59129940U (en) | 1984-08-31 |
Family
ID=30154860
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2378983U Pending JPS59129940U (en) | 1983-02-22 | 1983-02-22 | Steel pipe cell structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS59129940U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104131573A (en) * | 2014-08-22 | 2014-11-05 | 龙建路桥股份有限公司 | Floating type double-wall steel suspension box and construction water enclosure method |
| CN112031005A (en) * | 2020-08-11 | 2020-12-04 | 南昌航空大学 | Cofferdam assembly system of underwater pile foundation |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5037212A (en) * | 1973-08-07 | 1975-04-07 | ||
| JPS5520816A (en) * | 1978-07-31 | 1980-02-14 | Sumitomo Metal Ind Ltd | Foundation construction method |
-
1983
- 1983-02-22 JP JP2378983U patent/JPS59129940U/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5037212A (en) * | 1973-08-07 | 1975-04-07 | ||
| JPS5520816A (en) * | 1978-07-31 | 1980-02-14 | Sumitomo Metal Ind Ltd | Foundation construction method |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104131573A (en) * | 2014-08-22 | 2014-11-05 | 龙建路桥股份有限公司 | Floating type double-wall steel suspension box and construction water enclosure method |
| CN112031005A (en) * | 2020-08-11 | 2020-12-04 | 南昌航空大学 | Cofferdam assembly system of underwater pile foundation |
| CN112031005B (en) * | 2020-08-11 | 2022-03-01 | 南昌航空大学 | Cofferdam assembly system of underwater pile foundation |
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