JPS63308187A - Method of constructing circular prefabricated tank - Google Patents

Method of constructing circular prefabricated tank

Info

Publication number
JPS63308187A
JPS63308187A JP14457987A JP14457987A JPS63308187A JP S63308187 A JPS63308187 A JP S63308187A JP 14457987 A JP14457987 A JP 14457987A JP 14457987 A JP14457987 A JP 14457987A JP S63308187 A JPS63308187 A JP S63308187A
Authority
JP
Japan
Prior art keywords
prefabricated
wall
block
tank
blocks
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
Application number
JP14457987A
Other languages
Japanese (ja)
Other versions
JPH0432190B2 (en
Inventor
安部 二郎
細野 昭彦
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Asahi Concrete Works Co Ltd
Original Assignee
Asahi Concrete Works Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Asahi Concrete Works Co Ltd filed Critical Asahi Concrete Works Co Ltd
Priority to JP14457987A priority Critical patent/JPS63308187A/en
Publication of JPS63308187A publication Critical patent/JPS63308187A/en
Publication of JPH0432190B2 publication Critical patent/JPH0432190B2/ja
Granted legal-status Critical Current

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  • Sewage (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

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、下水の処理を行うために設けられる小規模
下水道処理施設における同心円形状下水処理槽等の円形
プレハブ槽の構築方法に関するものである。
[Detailed Description of the Invention] [Field of Industrial Application] This invention relates to a method for constructing a circular prefabricated tank such as a concentric sewage treatment tank in a small-scale sewage treatment facility installed for treating sewage. .

〔従来技術およびこの発明が解決すべき問題点〕従来こ
の種の下水処理槽は、その構築に際して下水処理槽全体
を現場施工で行っており、型枠の設置および脱型等、施
工作業全体が複雑で施工能率が悪く構築を容易に行えず
高価になる問題点があった。
[Prior art and problems to be solved by the present invention] Conventionally, this type of sewage treatment tank has been constructed entirely on-site, and the entire construction work, such as installing and demolding the formwork, has been carried out on-site. The problem was that it was complicated, had low construction efficiency, was not easy to construct, and was expensive.

従って多額な施工費用を用意できない人口規模の小さい
回付では、下水処理槽を設置できないことになる。
Therefore, sewage treatment tanks cannot be installed in small-population areas that cannot afford large construction costs.

そのため下水処理施設を完備させるために、施工を容易
で安価に行える下水処理槽が望まれていた。
Therefore, in order to complete sewage treatment facilities, a sewage treatment tank that can be easily and inexpensively constructed has been desired.

この発明は前述した事情に鑑みて開発されたもので、そ
の目的は下水処理槽となる円形プレハブ槽を簡単な組立
て作業により短時間で安価に施工でき、しかも強固に構
築することのできる構築方法を提供することにある。
This invention was developed in view of the above-mentioned circumstances, and its purpose is to provide a method for constructing a circular prefabricated tank to serve as a sewage treatment tank in a short time and at low cost through simple assembly work, and also to ensure a strong structure. Our goal is to provide the following.

〔問題点を解決するための手段〕[Means for solving problems]

この発明の下水処理槽となる円形プレハブ槽は、複数の
円弧状プレハブブロックを、おのおの自身に配設されて
いるPC鋼材によって緊張連結して円形状に組立てるこ
ととする。
The circular prefabricated tank serving as the sewage treatment tank of the present invention is assembled into a circular shape by connecting a plurality of arcuate prefabricated blocks under tension using prestressed steel members provided on each block.

そして組立て最終円弧状プレハブブロックにPC鋼材を
2本配設しておき、この最終ブロックを据え付けた後に
2本のPCw4材を隣り合うブロックにそれぞれ1本づ
つスライドさせて緊張定着するものである。
Then, two PC steel materials are placed on the final arc-shaped prefabricated block, and after this final block is installed, two PCW4 materials are slid onto each adjacent block and fixed under tension.

〔実 施 例〕〔Example〕

以下この発明を図示する実施例によって説明する。 The present invention will be explained below with reference to illustrated embodiments.

なおこの実施例は、本発明に係る円形プレハブ槽を外壁
とした処理槽の実施例である。
Note that this example is an example of a processing tank in which the outer wall is a circular prefabricated tank according to the present invention.

円形プレハブ槽である同心円形状下水処理槽1は、中心
部分に形成した円形状の内壁2で囲まれた内側沈澱タン
ク部3と、この内側沈澱タンク部3の外周に形成した円
形状の外壁4で囲まれた外側エアレージ四ンタンク部5
とからなっている。
The concentric sewage treatment tank 1, which is a circular prefabricated tank, has an inner sedimentation tank part 3 surrounded by a circular inner wall 2 formed at the center, and a circular outer wall 4 formed around the outer periphery of the inner sedimentation tank part 3. Outer airage tank section 5 surrounded by
It consists of

そして内壁2および外壁4は、それぞれ円弧状に形成さ
れている内壁用プレハブブロック2aおよび外壁用プレ
ハブブロック4a、4a’を複数円形状に接合してなっ
ている。(第1図および第2図参照) このような構成からなる処理槽1の構築に際しては、ま
ず複数の外壁用プレハブブロック4aを、自身に配設さ
れているPCp材6によって緊張連結して基礎7上にて
円形状に組立てると共に、周方向へプレストレスを与え
て一体に接合して外壁4を形成する。(第3図〜第5図
参照) またPC鋼材6での緊張連結は、外壁用プレハブブロッ
ク4aの横方向中央位置上下部に設けられている連結金
具4bを利用して、ブロック4aの片側から4c内にP
Cp材6を挿入した後、その端部をナツトで固定し、も
う一方を、ブロック4aのとなりブロック4aの片側か
ら挿入した緊張材20とカプラー21で連結し、緊張締
付具13を用いてPC鋼材6を緊張し、ブロック4aと
ブロック4aを接合する。以下同様な作業を繰り返す、
(第4図および第6図(alおよび第6図中)参照) ここでPCQ材6は、各外壁用プレハブブロック4aの
貫通孔4c内に予め収納されており、連結すべき隣り合
う外壁用プレハブブロック4aの貫通孔4c内へ挿入さ
せて貫通させる。
The inner wall 2 and the outer wall 4 are each formed by joining a plurality of arcuate inner wall prefab blocks 2a and outer wall prefab blocks 4a, 4a' in a circular shape. (See Figures 1 and 2) When constructing the treatment tank 1 having such a configuration, first, a plurality of prefabricated outer wall blocks 4a are tension-connected using the PCP material 6 provided therein, and a foundation is constructed. The outer wall 4 is formed by assembling the outer wall 4 into a circular shape on the outer wall 7 and joining them together by applying prestress in the circumferential direction. (See Figures 3 to 5) In addition, the tension connection with the PC steel material 6 can be made from one side of the block 4a using the connecting fittings 4b provided at the upper and lower parts of the lateral center position of the prefabricated block 4a for the outer wall. P in 4c
After inserting the Cp material 6, its end is fixed with a nut, and the other end is connected to the tension material 20 inserted from one side of the block 4a next to the block 4a with a coupler 21, and using the tension fastener 13. The PC steel material 6 is tensioned and the blocks 4a are joined together. Repeat the same steps below,
(Refer to Figs. 4 and 6 (al and in Fig. 6)) Here, the PCQ material 6 is stored in advance in the through hole 4c of each prefabricated block 4a for external walls, and is used for adjacent external walls to be connected. It is inserted into and penetrated into the through hole 4c of the prefab block 4a.

また外壁4を形成すべく組み立て時の最終外壁用プレハ
ブブロック4aWには2本収納されており、連結すべき
外壁用プレハブブロック4aの貫通孔4c内へ挿入させ
て貫通させる。(第7図、第8図、第9図、第1O図参
照)そして各pciii材6の緊張締付けは、第9図〜
第11図に示すように緊張締付具8を利用して交互に行
われる。
Further, two blocks are stored in the final prefab block 4aW for an outer wall when assembled to form the outer wall 4, and are inserted into the through holes 4c of the prefab blocks 4a for the outer wall to be connected. (See Figures 7, 8, 9, and 1O) The tension and tightening of each PCIII material 6 is shown in Figures 9 to 9.
As shown in FIG. 11, this is done alternately using tension fasteners 8.

次に外壁4で囲まれた内部の基礎7上に底版9の形成用
であるコンクリートを打設する。この時に各外壁用プレ
ハブブロック4aの下端部と底版9とはアンカ一部材I
Oにより接続される。(第3図および第5図参照) 次に複数の内壁用プレハブブロック2aを、底版9とア
ンカー筋12により接続して円形状に組立てると共に、
おのおのを自身に配設した連結金具13およびボルト・
ナツト(図示せず)によって内外側部を連結接合して内
壁2を形成する。(第12図および第13図参照)その
間、各外壁用プレハブブロック4aの接合面に目地材を
注入すると共に、各内外壁用プレハブブロック2a、4
aの接合面および外壁用プレハブブロック4aと底版9
との隅角部にシール材を充填し、内壁用プレハブブロッ
ク2aと底版9との内外隅角部にモルタルを充填して処
理槽1の構築施工が完了する。(第14図参照)〔発明
の効果〕 複数の円弧状プレハブブロックを、おのおの自身に配設
されているPC鋼材による緊張連結と、組立て最終円弧
状プレハブブロックにはPC鋼材を2本配設しておき、
この最終ブロックを据え付けた後に2本のPC鋼材を隣
り合うブロックにそれぞれ1本づつスライドさせての緊
張定着とにより、施工を容易かつ能率的に行える強固な
円形プレハブ槽を提供できる。
Next, concrete for forming the bottom slab 9 is placed on the foundation 7 inside the outer wall 4. At this time, the lower end of each external wall prefab block 4a and the bottom plate 9 are connected to the anchor member I.
Connected by O. (See Figures 3 and 5) Next, a plurality of inner wall prefabricated blocks 2a are connected to the bottom plate 9 and anchor bars 12 and assembled into a circular shape.
Connecting fittings 13 and bolts each provided on its own
The inner wall 2 is formed by connecting the inner and outer parts with a nut (not shown). (See FIGS. 12 and 13) Meanwhile, a joint material is injected into the joint surfaces of each prefabricated block 4a for external walls, and each prefabricated block 2a, 4
Prefabricated block 4a and bottom plate 9 for joint surface and outer wall of a
The construction of the processing tank 1 is completed by filling the corners of the inner wall prefabricated block 2a and the bottom plate 9 with mortar. (See Figure 14) [Effects of the Invention] A plurality of arcuate prefabricated blocks are tension-connected using prestressed steel materials provided on each one, and two prestressed steel materials are provided in the final assembled arcuate prefab block. Keep it
After installing this final block, two PC steel members are slid one by one onto adjacent blocks and fixed under tension, thereby providing a strong circular prefabricated tank that can be easily and efficiently constructed.

そしてこの発明の円形プレハブ槽を外壁とすれば、施工
が容易かつ能率的で強固な同心円形下水処理槽を提供で
きる。
If the circular prefabricated tank of the present invention is used as the outer wall, a concentric circular sewage treatment tank that is easy to construct, efficient, and strong can be provided.

そのため人口規模の小さい回付で使用する小規模な下水
道処理施設の処理槽として費用2強度等に問題なく用い
ることができる。
Therefore, it can be used as a treatment tank in a small-scale sewage treatment facility used for circulation with a small population, without any problems in terms of cost and strength.

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

第1図はこの発明方法によって構築される処理槽を示す
部分破断正面図、第2図は平面図、第3図〜第5図は外
壁の構築状態を示す工程図、第6図〜第11図は各外壁
プレハブブロックのpc鋼材での連結状態を示す工程図
、第12図る。 1・・・・・・同心円形状下水処理槽、2・・・・・・
内壁、2a・・・・・・内壁プレハブブロック、3・・
・・・・内側沈澱タンク部、4・・・・・・外壁、4a
、4a′・・・・・・外壁プレハブブロック、4b・・
・・・・連結金具、4C・・・・・・貫通孔、5・・・
・・・外側エアレーションタンク部、6・・・・・・P
Cl4材、7・・・・・・基礎、8・・・・・・緊張締
付具、9・・・・・・底版、1o・・・・・・アンカ一
部材、12・・・・・・アンカー筋、13・・・・・・
連結金具。 第1図 第2図 第9図 第10図 第11 [J °°・66
Fig. 1 is a partially cutaway front view showing a processing tank constructed by the method of the present invention, Fig. 2 is a plan view, Figs. 3 to 5 are process diagrams showing the state of construction of the outer wall, and Figs. Figure 12 is a process diagram showing how each outer wall prefabricated block is connected with PC steel. 1... Concentric sewage treatment tank, 2...
Inner wall, 2a... Inner wall prefabricated block, 3...
...Inner sedimentation tank section, 4...Outer wall, 4a
, 4a'...Outer wall prefabricated block, 4b...
...Connection fitting, 4C...Through hole, 5...
...Outer aeration tank section, 6...P
Cl4 material, 7...Foundation, 8...Tension fastener, 9...Bottom plate, 1o...Anchor part, 12...・Anchor muscle, 13...
Connecting fittings. Figure 1 Figure 2 Figure 9 Figure 10 Figure 11 [J °°・66

Claims (1)

【特許請求の範囲】 複数の円弧状プレハブブロックをおのおの自身に配設さ
れているPC鋼材によって隣り合うプレハブブロックを
緊張連結して円形状に組立ててなり、 組立て最終円弧状プレハブブロックには前記PC鋼材を
2本配設しておき、この最終ブロックを据え付けた後に
2本のPC鋼材を隣り合うブロックにそれぞれ1本づつ
スライドさせて緊張定着することを特徴とする円形プレ
ハブ槽の構築方法。
[Scope of Claims] A plurality of arcuate prefabricated blocks are assembled into a circular shape by tension-connecting adjacent prefabricated blocks using prestressed steel material disposed on each of the prefabricated blocks, and the final arcuate prefabricated block is assembled with the aforementioned PC steel. This method of constructing a circular prefabricated tank is characterized in that two steel members are arranged, and after the final block is installed, two prestressed steel members are slid onto adjacent blocks one by one and fixed under tension.
JP14457987A 1987-06-10 1987-06-10 Method of constructing circular prefabricated tank Granted JPS63308187A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14457987A JPS63308187A (en) 1987-06-10 1987-06-10 Method of constructing circular prefabricated tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14457987A JPS63308187A (en) 1987-06-10 1987-06-10 Method of constructing circular prefabricated tank

Publications (2)

Publication Number Publication Date
JPS63308187A true JPS63308187A (en) 1988-12-15
JPH0432190B2 JPH0432190B2 (en) 1992-05-28

Family

ID=15365432

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14457987A Granted JPS63308187A (en) 1987-06-10 1987-06-10 Method of constructing circular prefabricated tank

Country Status (1)

Country Link
JP (1) JPS63308187A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0361925A (en) * 1989-07-28 1991-03-18 Takiron Co Ltd Patterned dimmer material and production thereof

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6147380A (en) * 1984-07-30 1986-03-07 石川島建材工業株式会社 Method of repair construction of inside of existing tank
JPS6147381A (en) * 1984-08-02 1986-03-07 石川島建材工業株式会社 Method of constructing side wall in tank, etc. made of prestressed concrete

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6147380A (en) * 1984-07-30 1986-03-07 石川島建材工業株式会社 Method of repair construction of inside of existing tank
JPS6147381A (en) * 1984-08-02 1986-03-07 石川島建材工業株式会社 Method of constructing side wall in tank, etc. made of prestressed concrete

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0361925A (en) * 1989-07-28 1991-03-18 Takiron Co Ltd Patterned dimmer material and production thereof

Also Published As

Publication number Publication date
JPH0432190B2 (en) 1992-05-28

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