JPS6332198U - - Google Patents

Description

【図面の簡単な説明】[Brief explanation of the drawing]

第１図ないし第８図はこの考案の一実施例を示
すものであつて、第１図は合成周壁を有するコン
クリート製容器の縦断側面図、第２図は合成周壁
におけるジベル筋のレベルの断面図、第３図は合
成周壁における周囲方向ＰＣ鋼材のレベルの断面
図、第４図はこの考案の実施例において用いられ
る外側周壁構成ユニツトの一部切欠正面図、第５
図はその一部切欠側面図、第６図は第４図のＡ―
Ａ線断面図、第７図は合成周壁を施工している状
態を示す一部切欠縦断側面図、第８図は第７図の
一部を拡大して示す縦断側面図である。第９図は
ピラスタを外側に設けた例を示す横断平面図であ
る。 図において、１は縦リブ、２はリブ付きプレキ
ヤストコンクリート部材、３は外側周壁、４は内
側周壁、５は鉛直方向ＰＣ鋼材、６はジベル筋、
７は周囲方向ＰＣ鋼材、８は外側周壁構成ユニツ
ト、９は版体、１０は下部フランジ、１４は基礎
版、１５は底板、１６は環状溝、１７はアンカー
ボルト、１８は組立式足場、１９は連結部材、２
１は連結鉄筋、２２は鉄筋、２３は内側型枠、２
４はピラスタである。 Figures 1 to 8 show one embodiment of this invention, in which Figure 1 is a longitudinal cross-sectional side view of a concrete container with a composite peripheral wall, and Figure 2 is a cross-section at the level of the dowel bars in the composite peripheral wall. 3 is a cross-sectional view of the level of the peripheral direction PC steel material in the composite peripheral wall, FIG. 4 is a partially cutaway front view of the outer peripheral wall constituent unit used in the embodiment of this invention, and FIG.
The figure is a partially cutaway side view, and Figure 6 is A- of Figure 4.
A sectional view taken along the line A, FIG. 7 a partially cutaway vertical side view showing a state in which a synthetic peripheral wall is being constructed, and FIG. 8 an enlarged vertical side view showing a part of FIG. 7. FIG. 9 is a cross-sectional plan view showing an example in which pilasters are provided on the outside. In the figure, 1 is a vertical rib, 2 is a ribbed precast concrete member, 3 is an outer peripheral wall, 4 is an inner peripheral wall, 5 is a vertical PC steel material, 6 is a dowel reinforcement,
7 is a circumferential PC steel material, 8 is an outer peripheral wall constituent unit, 9 is a plate, 10 is a lower flange, 14 is a foundation plate, 15 is a bottom plate, 16 is an annular groove, 17 is an anchor bolt, 18 is a prefabricated scaffold, 19 is a connecting member, 2
1 is a connecting reinforcing bar, 22 is a reinforcing bar, 23 is an inner formwork, 2
4 is a pilaster.

Claims (1)

【実用新案登録請求の範囲】 (1) 外側に複数の従リブ１を備えている多数の
リブ付きプレキヤストコンクリート部材２が並べ
て配置されて外側周壁３が構成され、その外側周
壁３の内側に場所打コンクリートが打設されて内
側周壁４が構成されていることを特徴とするコン
クリート製容器の合成側壁構造。 (2) 前記リブ付プレキヤストコンクリート２に
おける縦リブ１内に鉛直方向ＰＣ鋼材５が配置さ
れていることを特徴とする実用新案登録請求の範
囲第１項記載のコンクリート製容器の合成側壁構
造。 (3) 前記外側周壁３を構成するリブ付きプレキ
ヤストコンクリート部材の内側に複数のジベル筋
６が突設されていることを特徴とする実用新案登
録請求の範囲第１項記載のコンクリート製容器の
合成側壁構造。 (4) 前記内側周壁４を構成する場所打コンクリ
ート内に、内側周壁周囲方向に延長する複数の周
囲方向ＰＣ鋼材７が配置されていることを特徴と
する実用新案登録請求の範囲第１項記載のコンク
リート製容器の合成側壁構造。[Claims for Utility Model Registration] (1) A large number of ribbed precast concrete members 2 each having a plurality of subordinate ribs 1 on the outside are arranged side by side to constitute an outer peripheral wall 3, and an outer peripheral wall 3 is constructed. A composite side wall structure for a concrete container, characterized in that an inner peripheral wall 4 is formed by pouring cast-in-place concrete. (2) The composite side wall structure for a concrete container according to claim 1, wherein a vertical prestressing steel member 5 is arranged within the longitudinal rib 1 of the ribbed precast concrete 2. (3) The concrete container according to claim 1, which is a registered utility model, characterized in that a plurality of dowel bars 6 are protruded from the inside of the ribbed precast concrete member constituting the outer peripheral wall 3. Composite sidewall construction. (4) Utility model registration claim 1, characterized in that a plurality of circumferential prestressing steel members 7 extending in the circumferential direction of the inner circumferential wall are arranged in the cast-in-place concrete constituting the inner circumferential wall 4. Composite side wall structure of concrete container.