JPS635025U

JPS635025U -

Info

Publication number: JPS635025U
Application number: JP9791986U
Authority: JP
Priority date: 1986-06-25
Filing date: 1986-06-25
Publication date: 1988-01-13

Description

[Brief explanation of the drawing]

図面はこの考案の実施例を示し、第１図は２つ
のコンクリートパネルの接合構造を示す垂直断面
図、第２図は第１図―線の断面図、第３図は
接合前の２つのコンクリートパネルをコンクリー
ト部分を除いて示す斜視図、第４図は複数のプレ
ハブ型コンクリートパネルにより構成された係船
岸の１例を示す部分切欠き斜視図、第５図はコン
クリートパネルの配置を示す第１図の係船岸の縦
断面図、第６図は第５図―線の水平断面図、
第７図は第５図―線の横断面図、第８図は第
１図の係船岸の建造手順の１例を順に示す斜視図
、第９図は第８図ａの底壁用コンクリートパネル
の接合部分を示す拡大垂直断面図、第１０図は第
５図Ａ部の底壁用コンクリートパネルと横隔壁用
コンクリートパネルの接合構造を示す拡大垂直断
面図、第１１図は第７図Ｂ部の底壁用コンクリー
トパネルと縦隔壁用コンクリートパネルの接合構
造を示す拡大垂直断面図、第１２図は第６図Ｃ部
の構隔壁用コンクリートパネルと縦隔壁用コンク
リートパネルの接合構造を示す拡大水平断面図、
第１３図は第５図Ｄ部の底壁用コンクリートパネ
ルと前壁用コンクリートパネルの接合構造を示す
拡大垂直断面図、第１４図は第７図Ｅ部の側壁用
コンクリートパネルと頂壁用コンクリートパネル
の接合構造を示す拡大垂直断面図である。１０，１１，２０ａ，２１ａ，２２ａ，２３ａ
，２４ａ，２５ａ，２６ａ……コンクリートパネ
ル、１２……ガセツトプレート（接合用鋼板）、
１４……フランジプレート（接合用鋼板）、１５
……ガセツトプレート（鋼板）、１６……鉄筋、
１６ａ……先端部、１７……コンクリート。 The drawings show an example of this invention. Figure 1 is a vertical cross-sectional view showing the joint structure of two concrete panels, Figure 2 is a cross-sectional view along the line shown in Figure 1, and Figure 3 is a cross-sectional view of the two concrete panels before joining. Figure 4 is a perspective view showing the panel with the concrete part removed. Figure 4 is a partially cutaway perspective view showing an example of a mooring quay constructed from a plurality of prefabricated concrete panels. Figure 5 is a perspective view showing the arrangement of the concrete panels. Figure 6 is a vertical cross-sectional view of the mooring berth, and Figure 6 is a horizontal cross-sectional view taken along the line shown in Figure 5.
Figure 7 is a cross-sectional view along the line shown in Figure 5, Figure 8 is a perspective view showing one example of the construction procedure for the mooring wharf in Figure 1, and Figure 9 is the concrete panel for the bottom wall in Figure 8a. 10 is an enlarged vertical sectional view showing the joint structure of the bottom wall concrete panel and transverse bulkhead concrete panel in section A of FIG. 5, and FIG. 11 is section B in FIG. 7. Figure 12 is an enlarged horizontal cross-sectional view showing the joint structure of the concrete panel for the bottom wall and the concrete panel for the vertical bulkhead in Part C of Figure 6, showing the joint structure of the concrete panel for the structural bulkhead and the concrete panel for the vertical bulkhead. cross section,
Figure 13 is an enlarged vertical sectional view showing the joint structure of the concrete panel for the bottom wall and the concrete panel for the front wall in section D of Figure 5, and Figure 14 is the concrete panel for the side wall and the concrete for the top wall in section E of Figure 7. FIG. 3 is an enlarged vertical cross-sectional view showing the joining structure of the panel. 10, 11, 20a, 21a, 22a, 23a
, 24a, 25a, 26a... concrete panel, 12... gusset plate (steel plate for joining),
14...Flange plate (steel plate for joining), 15
...Gusset plate (steel plate), 16...Reinforcement bar,
16a... tip, 17... concrete.

Claims

[Scope of utility model registration request]

A joint structure of two concrete panels, in which a plurality of joining steel plates are fixed to the joint surface of one panel by fillet welding to the tips of bent reinforcing bars so as to protrude from the joint surface, and the other A joining steel plate, which is joined by fillet welding to the end face of a plurality of steel plates joined by fillet welding to the tip of a bent reinforcing bar, is fixed to the joint surface of the panel so that one side is exposed. The end faces of the plurality of joining steel plates of one panel are fitted to one side of the joining steel plates of the other panel by fillet welding,
A concrete panel joint structure in which both joining steel plates are hidden by concrete.