JPS60130830U

JPS60130830U - concrete sheet pile

Info

Publication number: JPS60130830U
Application number: JP1567884U
Authority: JP
Inventors: 健太郎藤井; 江口　弘志; 深水　実; 中川　重二; 敬一渡辺
Original assignee: 日本プレスコンクリ−ト株式会社
Priority date: 1984-02-07
Filing date: 1984-02-07
Publication date: 1985-09-02
Also published as: JPH0223634Y2

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

[Brief explanation of drawings]

第１図は従来のコンクリート矢板の横断面図、第２図は
斜視図、第３図はこの考案にかかるコンクリート矢板の
斜視図、第４図は平面図、第５図は下部側面図、第６図
は横断面図、第７図は製造状態の横断面図、第８図は板
体の横断面図、第９図はガラス繊維全巻いた状態の斜視
図、第１０図は他の実施例の平面図、第１１図は斜視図
、第１２図及び第１４図は他の実施例の斜視図、第１３
図及び第１５図は側面図、第１６図は吊り上げ具の斜視
図、第１７図は矢板吊り上げ状態の斜視図、第１８図は
打設装置を取付けた状態の斜視図、第１９図は打設状態
の縦断面図、第２０図及び第２１図は平面図、第２２図
は方向制御装置を取付けた矢板の斜視図、第２３図は他
の実施例の正面図、第２４図はその側面図、第２５図は
他の実施例の平面図、第２６図は引き寄せ作業状態の横
断面図、第２７図は側面図、第２８図はアンカ一連結具
の斜視図、第２９図はアンカ一連結状態−゛の横断面図
、第３０図は縦断面図、第３１図は継手部材の斜視図、
第３２図〜第３６図は矢板継手部の横断面図、第３７図
は打ち捨て型枠を取付けた性態の平面図、第３８図は縦
断面図、第３９図は取付ける状態の平面図である。Ａ・・・・・・コンクリート矢板、Ｂ・・・・・・突出
部、１・２・３・・・・・・平面、４・・・・・・凹部
、５・・・・・・凸部、８・・・・・・鉄筋、９・・・
・・・型枠、１０・・・・・・空間、１１・・・・・・
吊り上げ具、１７・・・・・・打設装置、２０・２１・
・・・・田−ラ、２３・・・・・・方向制御装置、２６
・・・・・・嵌入抵抗、２７・・・・・・孔、２８・・
・・・田−プ、２９・・・・・・アンカ一連結具、３２
・・・・・・アンカー、３３・・・・・・継手部材、３
６・・・・・・空隙、３７・・・・・・継手部材、４２
・・・・・・打ち捨て型枠。３　　　　　　　　３　　　　− 、　　　　　　　　　−　　　　　　−（＼＼１１１１
１一７−−−γ− ）　　　　）　ゝ９ｂ９ｄ　　　　　９（１第９図 −冒胃。１　　１　　１　　ｌｂＩ　　ｔ’ ３２ Δ／′ ３３　　　　　　３４ −　　第３３図Figure 1 is a cross-sectional view of a conventional concrete sheet pile, Figure 2 is a perspective view, Figure 3 is a perspective view of a concrete sheet pile according to this invention, Figure 4 is a plan view, Figure 5 is a lower side view, Figure 6 is a cross-sectional view, Figure 7 is a cross-sectional view of the manufactured state, Figure 8 is a cross-sectional view of the plate, Figure 9 is a perspective view of the glass fiber fully wound, and Figure 10 is another example. , FIG. 11 is a perspective view, FIGS. 12 and 14 are perspective views of other embodiments, and FIG. 13 is a perspective view of another embodiment.
15 and 15 are side views, FIG. 16 is a perspective view of the lifting tool, FIG. 17 is a perspective view of the sheet pile being lifted, FIG. 18 is a perspective view of the driving device installed, and FIG. 19 is the driving device. 20 and 21 are plan views, FIG. 22 is a perspective view of the sheet pile with the direction control device installed, FIG. 23 is a front view of another embodiment, and FIG. 24 is its plan view. 25 is a plan view of another embodiment, FIG. 26 is a cross-sectional view of the drawing operation state, FIG. 27 is a side view, FIG. 28 is a perspective view of the anchor chain, and FIG. 29 is a side view of another embodiment. 30 is a vertical sectional view, FIG. 31 is a perspective view of the joint member,
Figures 32 to 36 are cross-sectional views of the sheet pile joint, Figure 37 is a plan view with the abandoned formwork attached, Figure 38 is a longitudinal sectional view, and Figure 39 is a plan view of the installed state. be. A: Concrete sheet pile, B: Protrusion, 1, 2, 3, plane, 4: Concave, 5: Convex Part, 8...Reinforcement bar, 9...
...Formwork, 10...Space, 11...
Lifting tool, 17... Placement device, 20.21.
...Tara, 23...Direction control device, 26
......Insertion resistance, 27...Hole, 28...
...Tap, 29...Anchor series, 32
...Anchor, 33...Joint member, 3
6...Gap, 37...Joint member, 42
・・・・・・Abandoned formwork. 3 3 - , - -(\\1111
1 1 7---γ- ) ) ゝ9b 9d 9 (1 Fig. 9 - Intragastric. 1 1 1 lbI t' 32 Δ/' 33 34 - Fig. 33

Claims

[Scope of utility model registration request]

A concrete sheet pile having at least two parallel rectangular planes, and having a plane intersecting the two planes at an obtuse angle between the longitudinal ends of the planes.