JPH0616297U - Support block for water tank construction and prefabricated water tank - Google Patents
Support block for water tank construction and prefabricated water tankInfo
- Publication number
- JPH0616297U JPH0616297U JP1398292U JP1398292U JPH0616297U JP H0616297 U JPH0616297 U JP H0616297U JP 1398292 U JP1398292 U JP 1398292U JP 1398292 U JP1398292 U JP 1398292U JP H0616297 U JPH0616297 U JP H0616297U
- Authority
- JP
- Japan
- Prior art keywords
- block
- side wall
- water tank
- bottom plate
- joint
- 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
Abstract
(57)【要約】
【目的】 支柱ブロックと側壁ブロックの二種類だけの
部材で構築することが出来、且つ接続部の構造強度が大
きい組立式の水槽及び支柱ブロックを提供することを目
的とする。
【構成】 水槽構築用支柱ブロック4と、側端面から鉄
筋13を突出せしめた長方形状底盤部10に直立壁部1
1を立設するとゝもにこの直立壁部には接合側端面11
a間を貫通した横孔12を穿設してなる側壁ブロック9
と、該側壁ブロック9と前記支柱ブロック4とを接合し
て前記横孔8a,8b,12内に挿通したPC鋼棒14
で緊張連結して側壁を形成するとゝもに、側壁ブロック
9の底盤部より突出した前記鉄筋13と組立鉄筋とを接
合して形成した配筋部にコンクリートを打設して構築す
る底版とからなることを特徴とする組立式水槽。
(57) [Abstract] [Purpose] It is an object of the present invention to provide an assembling type water tank and a strut block that can be constructed with only two types of members, a strut block and a side wall block, and have a large structural strength of the connection portion. . [Structure] A water tank building column block 4, and a rectangular bottom plate 10 having reinforcing bars 13 protruding from the side end faces, and an upright wall 1.
When 1 is erected, the end face 11 on the joining side is attached to the upright wall.
Side wall block 9 formed by forming a lateral hole 12 penetrating between a and
And a PC steel rod 14 which is obtained by joining the side wall block 9 and the pillar block 4 and inserting them into the lateral holes 8a, 8b, 12
When a side wall is formed by tensioning with, the side wall block 9 and the bottom slab constructed by placing concrete on the bar arrangement formed by joining the reinforcing bar 13 protruding from the bottom plate of the side wall block 9 and the assembled rebar A prefabricated aquarium characterized by
Description
【0001】[0001]
本考案は、排水処理などに使用する組立式水槽、及びこの水槽を構築するため の支柱ブロックに関するものである。 The present invention relates to a prefabricated water tank used for wastewater treatment and the like, and a column block for constructing this water tank.
【0002】[0002]
この種水槽として、複数個のプレキャスト製ブロックを組み合わせて構築する ようにした組立式のものは従来より多数開発されている。 As the seed water tank, a large number of prefabricated tanks that are constructed by combining a plurality of precast blocks have been developed.
【0003】[0003]
然し乍ら、従来の組立式水槽では、側壁ブロックの連結部分、特に側壁ブロッ クが二方向或いは三方向に接続する連結部分では、夫々構造の異なる複数種類の 連結用ブロックを使用しなければならないとゝもに、この連結部分の構造強度が 弱いといった諸問題点があった。 However, in the conventional assembly type water tank, it is necessary to use a plurality of types of connecting blocks each having a different structure at the connecting portion of the side wall block, particularly at the connecting portion where the side wall block connects in two or three directions. However, there were various problems that the structural strength of this connecting part was weak.
【0004】[0004]
本考案は、上記のような従来の問題点を解決するためになされたもので、支柱 ブロックと側壁ブロックの二種類だけの部材で構築することが出来、且つ接続部 の構造強度が大きい組立式の水槽及び支柱ブロックを提供することを目的とした ものであり、その要旨は、正方形状底盤部に横断面十字形状の突出部を有する支 柱部を立設するとゝもに、該突出部の各接合側端面を夫々前記底盤部の各接合端 面と面一に形成し、前記支柱部に互いに対向する突出部間を貫通した横孔を穿設 したことを特徴とする水槽構築用支柱ブロック、及びこの水槽構築用支柱ブロッ クと、側端面から鉄筋を突出せしめた長方形状底盤部に直立壁部を立設するとゝ もにこの直立壁部には接合側端面間を貫通した横孔を穿設してなる側壁ブロック と、該側壁ブロックと前記支柱ブロックとを接合して前記横孔内に挿通したPC 鋼棒で緊張連結して側壁を形成するとゝもに、側壁ブロックの底盤部より突出し た前記鉄筋と組立鉄筋とを接合して形成した配筋部にコンクリートを打設して構 築する底版とからなることを特徴とする組立式水槽にある。 The present invention has been made to solve the above-mentioned conventional problems, and can be constructed with only two types of members, a pillar block and a side wall block, and has a large structural strength of the connecting portion. The purpose of the present invention is to provide a water tank and a pillar block of the above, and the gist of the invention is that when a support column having a protrusion with a cross-shaped cross-section is erected on a square bottom plate, the protrusion of Each of the joint side end faces is formed flush with each of the joint end faces of the bottom plate portion, and a lateral hole penetrating between the projecting portions facing each other is formed in the strut portion. And, when the upright wall is erected on this aquarium construction pillar block and the rectangular bottom plate with the reinforcing bars protruding from the side end face, the upright wall part has a horizontal hole penetrating between the end faces on the joint side. The side wall block formed by drilling and the side wall block When the wall and the pillar block are joined and the side wall is formed by tensioning and connecting with the PC steel rod inserted into the lateral hole, the rebar protruding from the bottom plate of the side wall block and the rebar are joined together. It is a prefabricated water tank characterized in that it consists of a bottom slab that is constructed by placing concrete on the reinforcing bar formed by the above method.
【0005】[0005]
以下、本考案を図1乃至図5に示す実施例に基づき詳細に説明する。なお、図 1は本考案に係る組立式水槽の平面図で、図2は同要部の分解斜視図、図3は図 1のII−II線断面図、図4は図1のIII − III線断面図であり、図5は同部分拡 大断面図である。 Hereinafter, the present invention will be described in detail with reference to the embodiments shown in FIGS. 1 is a plan view of the assembly type water tank according to the present invention, FIG. 2 is an exploded perspective view of the main part, FIG. 3 is a sectional view taken along line II-II of FIG. 1, and FIG. 4 is III-III of FIG. FIG. 5 is a sectional view taken along the line, and FIG. 5 is an enlarged sectional view of the same portion.
【0006】 図1において、1は本考案に係る組立式水槽で、同一形状の二つの槽1A,1 Bが並列して形成した水槽の実施例であり、外周側壁2Aと間仕切側壁2B及び この側壁2A,2Bで囲まれた底版3とから形成されている。In FIG. 1, reference numeral 1 denotes an assembled water tank according to the present invention, which is an embodiment of a water tank in which two tanks 1A and 1B having the same shape are formed in parallel, and an outer peripheral side wall 2A, a partition side wall 2B and this side wall 2B. It is formed of a bottom plate 3 surrounded by side walls 2A and 2B.
【0007】 4は前記側壁2A,2Bのコーナー部に使用する支柱ブロックで、図2に示す ように、正方形状の底盤部5とその上方に立設した横断面十字状の突出部6を備 えた支柱部7とから構成され、この各突出部6の接合側端面6aは前記底盤部5 の接合端面5aと夫々同一面となるよう形成されている。そして、前記支柱部7 には夫々対向する突出部6と6との間に貫通した横孔8a及び8bが夫々穿設さ れており、この互いに直交する横孔8a及び8bは前記支柱部7の内部において 互いに交差しないよう上下にずらした位置に形成されている。Numeral 4 is a pillar block used at the corners of the side walls 2A and 2B, and as shown in FIG. 2, it has a square bottom plate 5 and a protrusion 6 having a cross-shaped cross section which is erected above it. The joint side end surface 6a of each protrusion 6 is formed so as to be flush with the joint end surface 5a of the bottom board 5. The column portion 7 is formed with lateral holes 8a and 8b penetrating between the projecting portions 6 and 6 facing each other. The lateral holes 8a and 8b orthogonal to each other are formed in the column portion 7. It is formed in a vertically shifted position so as not to intersect with each other inside.
【0008】 9は前記側壁2A,2Bとして使用する側壁ブロックで、図2に示す如く、長 方形状の底盤部10とその上方に立設した直立壁部11とから構成されており、 該直立壁部11にはその接合側端面11a間に貫通した横孔12が前記支柱ブロ ック4に形成した横孔8a又は8bと対峙する位置に穿設されている。そして、 前記底盤部10の側端面10aにはその内部に配設した鉄筋13が水平状態で突 出しており、これを外周側壁2Aとして使用する側壁ブロックにあっては一方の 側端面10aにのみ、又間仕切側壁2Bとして使用するものにあっては両方の側 端面10aに夫々前記鉄筋13が突出している。Reference numeral 9 denotes a side wall block used as the side walls 2A and 2B. As shown in FIG. 2, the side wall block 9 is composed of a rectangular bottom plate portion 10 and an upright wall portion 11 standing upright there. A lateral hole 12 penetrating between the joint-side end faces 11a of the wall portion 11 is formed at a position facing the lateral hole 8a or 8b formed in the support block 4. Further, the reinforcing bar 13 disposed inside the side wall 10a of the bottom plate 10 projects in a horizontal state. In the side wall block used as the outer peripheral side wall 2A, only one side end surface 10a is provided. Also, in the case of being used as the partition side wall 2B, the reinforcing bars 13 are projected on both side end faces 10a.
【0009】 なお、図中14は前記横孔8a,8b,12に挿通するPC鋼棒で、15は該 PC鋼棒14を緊張して定着するナット、16は底版3内の組立鉄筋で、17は 現場打ちコンクリート、18は玉石、19は基礎である。In the figure, 14 is a PC steel rod inserted into the lateral holes 8a, 8b, 12; 15 is a nut for tensioning and fixing the PC steel rod 14; 16 is an assembled rebar in the bottom plate 3; 17 is cast-in-place concrete, 18 is cobblestone, and 19 is foundation.
【0010】 そこで、水槽1を構築する場合は、図3乃至図5に示すように、先ず水槽1を 設置する場所に玉石18を敷き、その上部に均しコンクリートを打設して基礎1 9を形成し、該基礎19の上に前記支柱ブロック4を、水槽1のコーナー部及び 間仕切壁2Bの外周側壁2Aとの接続部に夫々設置する。 つぎに、前記支柱ブロック4との間に側壁ブロック9を複数個配設し、該側壁 ブロック9の接合側端面11a同士及び接合側端面11aと支柱ブロック4の接 合端面5a,6aとを夫々面接させ、外周側壁2A及び間仕切側壁2Bを夫々形 成する。この際、各ブロック間には連結部の自由度を確保するために所定巾の目 地隙間20を作っておく。Therefore, when the water tank 1 is constructed, as shown in FIGS. 3 to 5, first, the stones 18 are laid at the place where the water tank 1 is to be installed, and a leveling concrete is laid on the top of the stones 18 to form the foundation 19 The pillar blocks 4 are installed on the foundation 19 at the corners of the water tank 1 and at the connecting portions with the outer peripheral side wall 2A of the partition wall 2B. Next, a plurality of side wall blocks 9 are arranged between the pillar blocks 4, and the joint side end surfaces 11a of the side wall blocks 9 and the joint side end surfaces 11a and the joint end surfaces 5a and 6a of the pillar blocks 4 are respectively arranged. The outer peripheral side wall 2A and the partition side wall 2B are formed by interview. At this time, a joint gap 20 having a predetermined width is formed between the blocks in order to secure the degree of freedom of the connecting portion.
【0011】 そして、PC鋼棒14を各ブロック4,9の横孔8a,8b,12内に挿通し て連結するとゝもに、支柱ブロック4の露出している端面5a,6aにおいて、 PC鋼棒14の突出端部にナット15を螺合して仮止めしておき、その後上記各 ブロック4,9間の目地間隙20に目地用型枠等を当てて目地コンクリートを詰 め、この目地コンクリートがある程度硬化した後前記PC鋼棒14を緊張し、各 ブロック4,9を一体に連結する。Then, when the PC steel rod 14 is inserted into the lateral holes 8a, 8b, 12 of the blocks 4, 9 and connected, the PC steel bar 14 is formed on the exposed end surfaces 5a, 6a of the support block 4 only. A nut 15 is screwed into the protruding end of the rod 14 and temporarily fixed, and then a joint frame is applied to the joint gap 20 between the blocks 4 and 9 to fill the joint concrete. After hardening to some extent, the PC steel rod 14 is tensioned to connect the blocks 4 and 9 together.
【0012】 次に、予め所要寸法に組立てた底版3用の鉄筋16を、前記側壁2A,2Bで 囲まれた槽1A,1Bの底部に夫々載置し、前記組立鉄筋16の端部を前記側壁 ブロック9の底盤部10より突出した鉄筋13と溶接又は重ね合わせにより接合 する。そして、この組立鉄筋16の上からコンクリート17を打設し、側壁ブロ ック9と一体化した底版3を形成する。そして、必要に応じて、前記各ブロック 4,9間の継手部には樹脂系コーキングを施して仕上げをする。Next, the rebars 16 for the bottom slab 3 that have been assembled in advance to the required dimensions are placed on the bottoms of the tanks 1A and 1B surrounded by the side walls 2A and 2B, respectively, and the ends of the rebars 16 are assembled. The reinforcing bars 13 projecting from the bottom plate portion 10 of the side wall block 9 are joined by welding or superposition. Then, concrete 17 is cast from above the assembled rebar 16 to form the bottom slab 3 integrated with the side wall block 9. Then, if necessary, the joint between the blocks 4 and 9 is subjected to resin caulking for finishing.
【0013】[0013]
【本考案の効果】 本考案は上記のような構成からなるものであるから、支柱ブロックと側壁ブロ ックの二種類だけの少ない部品点数で構築することが出来るため、製品の管理及 び組立作業を能率的に行うことが出来るとゝもに、その組み合わせにより大きさ の異なる水槽を自在に構築することが可能である。又側壁ブロックのコーナー部 における接続部には前記構成の支柱ブロックが配在されているため、構造強度が 大きく耐久性があるといった諸効果がある。[Effects of the Invention] Since the present invention is configured as described above, it can be constructed with only a small number of parts, that is, a pillar block and a side wall block, so that product management and assembly are possible. While the work can be done efficiently, it is possible to construct aquariums of different sizes freely by combining them. Further, since the column block having the above-mentioned structure is arranged at the connection portion at the corner portion of the side wall block, there are various effects that the structural strength is large and the durability is high.
【図1】本考案に係る組立式水槽の平面図であるFIG. 1 is a plan view of a prefabricated water tank according to the present invention.
【図2】支柱ブロック及び側壁ブロックの斜視図であ
る。FIG. 2 is a perspective view of a column block and a side wall block.
【図3】図1のII−II線断面図である。3 is a sectional view taken along line II-II in FIG.
【図4】図1のIII −III 線断面図である。FIG. 4 is a sectional view taken along the line III-III in FIG.
【図5】部分拡大断面図である。FIG. 5 is a partially enlarged sectional view.
【符号の説明】 1 組立式水槽 2A 外周側壁 2B 間仕切側壁 3 底版 4 支柱ブロック 5 底盤部 5a 接合端面 6 突出部 6a 接合側端面 7 支柱部 8a 横孔 8b 横孔 9 側壁ブロック 10 底盤部 11 直立壁部 11a 接合側端面 12 横孔 13 鉄筋 14 PC鋼棒 15 ナット 16 組立鉄筋 17 コンクリート 19 基礎 20 目地間隙[Explanation of symbols] 1 assembly type water tank 2A outer peripheral side wall 2B partition side wall 3 bottom slab 4 pillar block 5 bottom board 5a joint end face 6 protrusion 6a joint side end 7 pillar 8a lateral hole 8b lateral hole 9 side wall block 10 bottom board 11 upright Wall part 11a Joining end face 12 Lateral hole 13 Reinforcing bar 14 PC steel rod 15 Nut 16 Reinforcing bar 17 Concrete 19 Foundation 20 Joint gap
Claims (2)
部を有する支柱部を立設するとゝもに、該突出部の各接
合側端面を夫々前記底盤部の各接合端面と面一に形成
し、前記支柱部に互いに対向する突出部間を貫通した横
孔を穿設したことを特徴とする水槽構築用支柱ブロッ
ク。1. When a column having a protrusion having a cross-shaped cross section is erected on a square-shaped bottom plate, each joint-side end face of the protrusion is flush with each joint-end face of the bottom plate. A column block for water tank construction, wherein the column block is formed, and a lateral hole penetrating between the projecting portions facing each other is formed in the column part.
と、側端面から鉄筋を突出せしめた長方形状底盤部に直
立壁部を立設するとゝもにこの直立壁部には接合側端面
間を貫通した横孔を穿設してなる側壁ブロックと、該側
壁ブロックと前記支柱ブロックとを接合して前記横孔内
に挿通したPC鋼棒で緊張連結して側壁を形成するとゝ
もに、側壁ブロックの底盤部より突出した前記鉄筋と組
立鉄筋とを接合して形成した配筋部にコンクリートを打
設して構築する底版とからなることを特徴とする組立式
水槽。2. The water tank construction column block according to claim 1, and when the upright wall portion is erected on the rectangular bottom plate portion in which the reinforcing bar is projected from the side end surface, the upright wall portion has a space between the joint side end surfaces. When a side wall block formed by forming a lateral hole penetrating through the side wall block is joined to the side wall block and the pillar block is tightly connected with a PC steel rod inserted into the lateral hole to form a side wall, A prefabricated water tank comprising a bottom slab constructed by placing concrete on a reinforcing bar portion formed by joining the reinforcing bars protruding from the bottom plate portion of the side wall block and the assembled reinforcing bars.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1992013982U JP2547884Y2 (en) | 1992-02-14 | 1992-02-14 | Assembling water tank |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1992013982U JP2547884Y2 (en) | 1992-02-14 | 1992-02-14 | Assembling water tank |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0616297U true JPH0616297U (en) | 1994-03-01 |
JP2547884Y2 JP2547884Y2 (en) | 1997-09-17 |
Family
ID=11848435
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1992013982U Expired - Lifetime JP2547884Y2 (en) | 1992-02-14 | 1992-02-14 | Assembling water tank |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2547884Y2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2011122389A (en) * | 2009-12-14 | 2011-06-23 | Shimizu Corp | Ground type low-temperature tank and construction method of the same |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5513530U (en) * | 1978-07-11 | 1980-01-28 | ||
JPS56141718A (en) * | 1980-04-04 | 1981-11-05 | Tokyo Shibaura Electric Co | Signal synchronizing system |
-
1992
- 1992-02-14 JP JP1992013982U patent/JP2547884Y2/en not_active Expired - Lifetime
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5513530U (en) * | 1978-07-11 | 1980-01-28 | ||
JPS56141718A (en) * | 1980-04-04 | 1981-11-05 | Tokyo Shibaura Electric Co | Signal synchronizing system |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2011122389A (en) * | 2009-12-14 | 2011-06-23 | Shimizu Corp | Ground type low-temperature tank and construction method of the same |
Also Published As
Publication number | Publication date |
---|---|
JP2547884Y2 (en) | 1997-09-17 |
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