JPS6332198U - - Google Patents
Info
- Publication number
- JPS6332198U JPS6332198U JP12591886U JP12591886U JPS6332198U JP S6332198 U JPS6332198 U JP S6332198U JP 12591886 U JP12591886 U JP 12591886U JP 12591886 U JP12591886 U JP 12591886U JP S6332198 U JPS6332198 U JP S6332198U
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- peripheral wall
- outer peripheral
- composite
- utility
- 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.)
- Granted
Links
- 230000002093 peripheral effect Effects 0.000 claims description 13
- 239000002131 composite material Substances 0.000 claims description 7
- 239000004567 concrete Substances 0.000 claims description 7
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 239000011178 precast concrete Substances 0.000 claims description 4
- 238000010276 construction Methods 0.000 claims 1
- 239000000463 material Substances 0.000 description 3
- 239000000470 constituent Substances 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000009415 formwork Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
Description
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)
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.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1986125918U JPH0219432Y2 (en) | 1986-08-20 | 1986-08-20 |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1986125918U JPH0219432Y2 (en) | 1986-08-20 | 1986-08-20 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6332198U true JPS6332198U (en) | 1988-03-02 |
JPH0219432Y2 JPH0219432Y2 (en) | 1990-05-29 |
Family
ID=31019235
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1986125918U Expired JPH0219432Y2 (en) | 1986-08-20 | 1986-08-20 |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0219432Y2 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0483087U (en) * | 1990-11-29 | 1992-07-20 | ||
JP4909445B1 (en) * | 2011-10-26 | 2012-04-04 | 大成建設株式会社 | Ground tank construction method and ground tank |
JP2012167475A (en) * | 2011-02-14 | 2012-09-06 | Taisei Corp | Pc ground tank and construction method of the same |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP3839448B2 (en) * | 2004-09-15 | 2006-11-01 | 大成建設株式会社 | Prestressed concrete structure |
JP6753061B2 (en) * | 2016-01-12 | 2020-09-09 | 株式会社大林組 | PC tank and how to build it |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS53144015A (en) * | 1977-05-20 | 1978-12-15 | Ishikawajima Harima Heavy Ind Co Ltd | Concrete tank |
JPS5481645A (en) * | 1977-12-12 | 1979-06-29 | Oriental Concrete Co | Method of executing cylindrical pc water tank |
-
1986
- 1986-08-20 JP JP1986125918U patent/JPH0219432Y2/ja not_active Expired
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS53144015A (en) * | 1977-05-20 | 1978-12-15 | Ishikawajima Harima Heavy Ind Co Ltd | Concrete tank |
JPS5481645A (en) * | 1977-12-12 | 1979-06-29 | Oriental Concrete Co | Method of executing cylindrical pc water tank |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH0483087U (en) * | 1990-11-29 | 1992-07-20 | ||
JP2012167475A (en) * | 2011-02-14 | 2012-09-06 | Taisei Corp | Pc ground tank and construction method of the same |
JP4909445B1 (en) * | 2011-10-26 | 2012-04-04 | 大成建設株式会社 | Ground tank construction method and ground tank |
Also Published As
Publication number | Publication date |
---|---|
JPH0219432Y2 (en) | 1990-05-29 |
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