JPS6211819Y2 - - Google Patents

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Publication number
JPS6211819Y2
JPS6211819Y2 JP1981119192U JP11919281U JPS6211819Y2 JP S6211819 Y2 JPS6211819 Y2 JP S6211819Y2 JP 1981119192 U JP1981119192 U JP 1981119192U JP 11919281 U JP11919281 U JP 11919281U JP S6211819 Y2 JPS6211819 Y2 JP S6211819Y2
Authority
JP
Japan
Prior art keywords
reinforcing member
reinforcing
mounting
socket
tension rod
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.)
Expired
Application number
JP1981119192U
Other languages
Japanese (ja)
Other versions
JPS5824795U (en
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 filed Critical
Priority to JP11919281U priority Critical patent/JPS5824795U/en
Publication of JPS5824795U publication Critical patent/JPS5824795U/en
Application granted granted Critical
Publication of JPS6211819Y2 publication Critical patent/JPS6211819Y2/ja
Granted legal-status Critical Current

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Description

【考案の詳細な説明】 本考案は貯槽内部にテンシヨンロツド等の補強
ボルトを取付けるための貯槽用補強部材に関す
る。
[Detailed Description of the Invention] The present invention relates to a reinforcing member for a storage tank for attaching a reinforcing bolt such as a tension rod inside the storage tank.

貯水槽等の貯槽は複数枚のパネルを互に連結し
て壁面を構成するようになつており、この壁面は
連結部の強度が低いため、テンシヨンロツド等を
取付けて補強する必要がある。
A storage tank such as a water tank has a wall surface formed by connecting a plurality of panels to each other, and since the strength of the connecting portion of this wall surface is low, it is necessary to attach a tension rod or the like to reinforce the wall surface.

第1,2図は4枚の単位パネル10が互に周縁
ジヨイント部12で連結された貯水槽の十字接合
部補強構造が示されており、第2図に示される如
くそれぞれの単位パネル10の角部付近にテンシ
ヨンロツド14を貫通し、このテンシヨンロツド
14の貫通部は貯水槽外でナツト15が螺合し、
さらに先端部はプレート16を挿通した後にナツ
ト18が螺合している。従つてこの補強構造では
各テンシヨンロツド14が十字接合部中心10A
回りに等しく配置されているのでそれぞれ等しい
張力を受けて水圧を支持し、パネル10のふくら
みを制限している。
1 and 2 show a cross joint reinforcement structure for a water tank in which four unit panels 10 are connected to each other by peripheral joints 12, and as shown in FIG. A tension rod 14 is passed through near the corner, and a nut 15 is screwed into the penetration part of the tension rod 14 outside the water tank.
Furthermore, a nut 18 is screwed into the tip after the plate 16 is inserted. Therefore, in this reinforced structure, each tension rod 14 is located at the center of the cross joint 10A.
Since they are equally spaced around the circumference, they each receive equal tension to support the water pressure and limit the bulge of the panel 10.

第3図は高さが小さく、低水圧の水槽に用いら
れる補強構造であり、2本のテンシヨンロツド1
4が単位パネル10へナツト18により固着され
ている。この場合、テンシヨンロツド14が取付
られていない単位パネル10は水圧によるずれ
(矢印A方向)が生じ易く、また地震時荷重で回
転力(矢印B方向)を受けてジヨイント部12が
水槽外へ膨出することになる。
Figure 3 shows a reinforcing structure used for small-height, low-pressure aquariums, with two tension rods 1
4 is fixed to the unit panel 10 by a nut 18. In this case, the unit panel 10 to which the tension rod 14 is not attached is likely to shift due to water pressure (in the direction of arrow A), and the joint portion 12 will bulge out of the water tank due to rotational force (in the direction of arrow B) due to the earthquake load. I will do it.

このため従来、水圧が低いにも拘らず4本のテ
ンシヨンロツドを用いて第1図と同構造とし各テ
ンシヨンロツドの張力を均等にしており、必要以
上のテンシヨンロツド本数を必要としている。
For this reason, conventionally, despite the low water pressure, four tension rods are used to create the same structure as shown in FIG. 1, and the tension of each tension rod is equalized, which requires a larger number of tension rods than necessary.

本考案は上記事実を考慮し、貯槽の寸法に拘ら
ず常にパネル接合ジヨイント部でバランスのとれ
た補強を行うことができる貯槽用補強部材を得る
ことが目的である。
The present invention takes the above-mentioned facts into account, and aims to provide a reinforcing member for a storage tank that can always provide balanced reinforcement at the panel joining joint regardless of the size of the storage tank.

本考案に係る貯槽用補強部材は取付用基板を取
付用貫通孔を用いて貯槽を構成する複数の単位パ
ネルの十字接合部へ当接して固着し、この基板の
十字接合部に対応した部分から立設されたソケツ
トへ雌ねじを刻設し、この雌ねじへテンシヨンロ
ツド等の補強ボルトを螺合することによりパネル
接合部の不釣合いをなくすようになつている。
The reinforcing member for a storage tank according to the present invention uses a mounting through hole to abut and fix a mounting board to the cross joint of a plurality of unit panels that constitute a storage tank, and from the part of the board corresponding to the cross joint. A female thread is carved into the upright socket, and a reinforcing bolt such as a tension rod is screwed into the female thread to eliminate unbalance at the panel joint.

以下本考案の実施例を図面に従い説明する。 Embodiments of the present invention will be described below with reference to the drawings.

第4図には本考案の第1実施例に係る補強部材
20,22を用いた貯水槽が示されている。
FIG. 4 shows a water tank using reinforcing members 20 and 22 according to the first embodiment of the present invention.

この貯水槽は矩形板の周縁にジヨイント部12
が直角に立設された単位パネル10がジヨイント
部12を介して互に接合されて壁及び底が形成さ
れている。この実施例では上下2段に単位パネル
10が連結されて壁を構成しており、また頂部に
は同様に単位パネル10が連結された天井が取付
られるようになつている。
This water tank has a joint part 12 on the periphery of the rectangular plate.
Unit panels 10, each of which is erected at right angles, are joined to each other via a joint portion 12 to form a wall and a bottom. In this embodiment, unit panels 10 are connected in two stages, upper and lower, to form a wall, and a ceiling to which unit panels 10 are similarly connected is attached to the top.

補強部材20は補強ボルトとしてのテンシヨン
ロツド14を取付けるようになつており、第5,
6図に示される取付用矩形基板24の中心部にこ
の基板と直角にソケツト26が接続されている。
このソケツト26の先端部にはテンシヨンロツド
14の螺合用雌ねじ28が刻設されている。
The reinforcing member 20 is adapted to have a tension rod 14 as a reinforcing bolt attached thereto.
A socket 26 is connected to the center of a rectangular mounting board 24 shown in FIG. 6 at right angles to this board.
A female thread 28 for screwing the tension rod 14 is cut into the tip of the socket 26.

また取付用矩形基板24には一般的にはソケツ
ト26を中心として互に等間隔(寸法L)に取付
用孔30が正方形配置として穿設されている。こ
れらの貫通孔30は雌ねじ28と平行状の軸心を
有しており、第5図に示される如く取付ボルト3
2が適用されて単位パネル10へ固着されるよう
になつている。この基板24と単位パネル10と
の間にはパツキン33を介在させることが好まし
い。
Further, in the rectangular mounting board 24, mounting holes 30 are generally formed in a square arrangement at equal intervals (dimension L) with the socket 26 at the center. These through holes 30 have axes that are parallel to the female threads 28, and the mounting bolts 3 are inserted as shown in FIG.
2 is applied and fixed to the unit panel 10. It is preferable to interpose a packing 33 between the substrate 24 and the unit panel 10.

この取付ボルト32は4枚の単位パネル10の
角部へそれぞれ穿設された貫通孔へ挿入した後に
先端部からナツト34が螺合され、さらに先端部
がプレート16を貫通した後にナツト35が螺合
されている。このように取付ボルト32を各単位
パネル10の角部へ貫通させることにより取付用
矩形基板24及びソケツト26の軸心は4枚の単
位パネル10の角部が互に接合される十字接合部
中心へ配置される。なおプレート16はジヨイン
ト部12へナツト35の締付力を加え、ジヨイン
ト部12の膨らみを抑えている。
After the mounting bolts 32 are inserted into through holes drilled in the corners of the four unit panels 10, a nut 34 is screwed from the tip, and after the tip passes through the plate 16, a nut 35 is screwed into the bolt. are combined. By passing the mounting bolts 32 through the corners of each unit panel 10 in this manner, the axes of the rectangular mounting board 24 and the socket 26 are centered at the cross joint where the corners of the four unit panels 10 are joined to each other. will be placed. Note that the plate 16 applies the tightening force of the nut 35 to the joint portion 12 to suppress the expansion of the joint portion 12.

補強部材22は第7図に示される如く補強部材
20に同様に矩形基板24及びソケツト26を有
しており、矩形基板24には取付用貫通穴30が
穿設されている。ソケツト26の軸心は矩形基板
24と直角ではなく、所定角度(この実施例では
45゜)傾斜されており、雌ねじ28には第4図に
示される補強ボルトとしての斜プレース36の両
端部に形成された雄ねじが螺合するようになつて
いる。しかしこの斜ブレース36の軸心は補強部
材20と同様に、4枚の単位パネルの十字接合部
中心へ向いている。
As shown in FIG. 7, the reinforcing member 22 has a rectangular base plate 24 and a socket 26 similar to the reinforcing member 20, and the rectangular base plate 24 has a through hole 30 for attachment. The axis of the socket 26 is not perpendicular to the rectangular substrate 24, but at a predetermined angle (in this embodiment,
45°), and the female thread 28 is adapted to be screwed into the male thread formed at both ends of a diagonal place 36 as a reinforcing bolt shown in FIG. However, like the reinforcing member 20, the axis of the diagonal brace 36 is directed toward the center of the cross joint of the four unit panels.

このように構成された本実施例に係る補強部材
の取付けを説明する。あらかじめテンシヨンロツ
ド14の両端に雌ねじ28を螺合することにより
補強部材20を取付ける。
Attachment of the reinforcing member according to this embodiment configured as described above will be explained. The reinforcing member 20 is attached by screwing the female threads 28 to both ends of the tension rod 14 in advance.

ここで取付用矩形基板24の貫通孔30へ取付
ボルト32を適用して矩形基板24を4枚の単位
パネル10の接合部へ固着する。この固着は第5
図に示される如く取付ボルト32へナツト34、
プレート16、ナツト18を適用することにより
確実かつ高強度に矩形基板24を単位パネル10
へ固定することができる。矩形基板24を単位パ
ネル10へ取付ボルト32で取付ける前に、矩形
基板24をテンシヨンロツド14に対して回転さ
せテンシヨンロツドへの螺合量及びテンシヨンロ
ツドの張力を微調節可能である。すなわちテンシ
ヨンロツド14の張力は矩形基板24の貫通孔3
0が正方形配置とされるので矩形基板24の4分
の1回転毎に微調整することができ、テンシヨン
ロツド14の中間部にターンバツクル等の微調整
手段がない場合にもテンシヨンロツドの張力を細
かく調整することができる。
At this point, the mounting bolts 32 are applied to the through holes 30 of the rectangular mounting board 24 to fix the rectangular board 24 to the joint portion of the four unit panels 10. This fixation is the fifth
As shown in the figure, attach the nut 34 to the mounting bolt 32,
By applying the plate 16 and the nut 18, the rectangular substrate 24 is reliably and strongly attached to the unit panel 10.
It can be fixed to. Before attaching the rectangular substrate 24 to the unit panel 10 with the mounting bolts 32, the rectangular substrate 24 can be rotated relative to the tension rod 14 to finely adjust the amount of screw engagement with the tension rod and the tension of the tension rod. That is, the tension of the tension rod 14 is applied to the through hole 3 of the rectangular substrate 24.
0 is squarely arranged, fine adjustments can be made every quarter turn of the rectangular substrate 24, and even if there is no fine adjustment means such as a turnbuckle in the middle of the tension rod 14, the tension of the tension rod can be finely adjusted. be able to.

このように矩形基板24が確実に単位パネル1
0の接合部に取付けられ、テンシヨンロツドの軸
心は4枚の単位パネル10の十字接合部中心へ配
置されるので4枚の単位パネル10にはテンシヨ
ンロツド14によつて均等な荷重が加わり、いず
れかの単位パネルへ張力が集中して作用する片利
き状態が発生することはない。
In this way, the rectangular substrate 24 is securely connected to the unit panel 1.
Since the axis of the tension rod is placed at the center of the cross joint of the four unit panels 10, an equal load is applied to the four unit panels 10 by the tension rod 14, and either A one-sided condition in which tension is concentrated and acts on the unit panel will not occur.

また貯水槽の大きさ、形状等の変更によつて補
強度合を変更する場合にはテンシヨンロツド14
の太さを変更することにより容易に対処可能であ
る。従つて補強度合を変更した場合にも従来と異
り、単位パネルの接合部にも不釣合荷重が作用す
ることはない。
In addition, when changing the degree of reinforcement due to changes in the size and shape of the water tank, use the tension rod 14.
This can be easily handled by changing the thickness of the . Therefore, even when the degree of reinforcement is changed, unbalanced loads will not act on the joints of the unit panels, unlike in the past.

補強部材22は補強部材20と同様4本の取付
ボルト32で第4図に示される如く単位パネル1
0へ固着され、斜ブレース36を掛け渡して同様
に不釣合荷重をなくすことができる。但しこの場
合はテンシヨンロツド14と異り、矩形基板24
との螺合量を微調節するにあたり、ソケツト26
が矩形基板24と垂直に設けられていないので、
矩形基板24は斜ブレース36との螺合量調整が
矩形基板24の一回転毎に限定される。
Similar to the reinforcing member 20, the reinforcing member 22 is attached to the unit panel 1 using four mounting bolts 32 as shown in FIG.
0, and the unbalanced load can be similarly eliminated by spanning the diagonal brace 36. However, in this case, unlike the tension rod 14, the rectangular substrate 24
To finely adjust the amount of screw engagement with the socket 26
is not provided perpendicularly to the rectangular substrate 24,
The adjustment of the amount of screw engagement between the rectangular substrate 24 and the diagonal brace 36 is limited to each rotation of the rectangular substrate 24 .

次に第8図には本考案の第2実施例に用いられ
る補強部材38が示されている。この補強部材3
8ではソケツト26が矩形基板24と一体的に設
けられている点が前記実施例と異るのみであり、
前記実施例の補強部材20と同様の効果を得るこ
とができる。また雌ねじ28の軸心又は一体的に
設けたソケツト26の軸心を基板24の垂直線に
対して傾斜させれば斜ブレース取付用補強部材と
なる。
Next, FIG. 8 shows a reinforcing member 38 used in a second embodiment of the present invention. This reinforcing member 3
8 differs from the previous embodiment only in that the socket 26 is provided integrally with the rectangular substrate 24,
The same effects as the reinforcing member 20 of the embodiment described above can be obtained. Furthermore, if the axis of the female screw 28 or the axis of the integrally provided socket 26 is inclined with respect to the vertical line of the board 24, a reinforcing member for attaching the diagonal brace can be obtained.

次に第9図には本考案の第3実施例に係る補強
部材40が示されている。
Next, FIG. 9 shows a reinforcing member 40 according to a third embodiment of the present invention.

この補強部材40では取付用基板がソケツト4
4から放射方向に接続された4枚のコ字状板46
から構成されており、これらのコ字状板46の先
端部付近には取付用貫通孔30がそれぞれ穿設さ
れている。
In this reinforcing member 40, the mounting board is the socket 4.
4 U-shaped plates 46 connected in the radial direction from 4
Each of these U-shaped plates 46 has a mounting through hole 30 formed near its tip.

従つてこの実施例における補強部材40は前記
各実施例における補強部材に比べて軽量で大きな
強度を得ることができるようになつている。この
実施例でも雌ねじ28の軸心を傾斜させて斜ブレ
ース用補強部材とする変更は容易である。
Therefore, the reinforcing member 40 in this embodiment is lighter and stronger than the reinforcing members in the previous embodiments. Even in this embodiment, it is easy to change the axis of the female thread 28 to an inclined brace reinforcing member.

次に第10図には本考案の第4実施例に係る補
強部材50が示されており、矩形基板24はその
中央部から屈曲されて両辺がL字状となつてい
る。従つて4個の取付用貫通孔30は2個と他の
2個とがその軸心を直角方向としている。
Next, FIG. 10 shows a reinforcing member 50 according to a fourth embodiment of the present invention, in which a rectangular substrate 24 is bent from its center to form an L-shape on both sides. Therefore, the axes of two of the four mounting through holes 30 and the other two are perpendicular to each other.

またこの矩形基板24の屈曲部へ一端が溶着さ
れたソケツト26はその軸心が矩形基板24の両
辺の2等分線上に、すなわちこれらの両辺と45゜
の角度のもとに配置されている。
The socket 26, one end of which is welded to the bent portion of the rectangular substrate 24, has its axis located on the bisector of both sides of the rectangular substrate 24, that is, at an angle of 45° with both sides. .

ソケツト26の先端部付近と矩形基板24の両
辺との間にはそれぞれ補強リブ52が固着されて
いる。
Reinforcing ribs 52 are fixed between the vicinity of the tip of the socket 26 and both sides of the rectangular substrate 24, respectively.

第11図は、この補強部材50及び前記補強部
材22をそれぞれ2個用いて2本の斜ブレース3
6を取りつけた側面図が示されている。ここに補
強部材50はそれぞれ貯水槽の角部へ固着されて
斜ブレース36の一端を支持している。従つて前
記各実施例と同様の効果を得ることができ、また
この実施例は幅の狭い水槽を補強する場合に適し
た構成となつている。
FIG. 11 shows two diagonal braces 3 using two reinforcing members 50 and two reinforcing members 22, respectively.
A side view with 6 installed is shown. Here, the reinforcing members 50 are each fixed to a corner of the water tank and support one end of the diagonal brace 36. Therefore, the same effects as those of the embodiments described above can be obtained, and this embodiment has a structure suitable for reinforcing a narrow aquarium.

以上説明した如く本考案に係る貯槽用補強部材
は補強ボルトが螺合するソケツトを取付用基板の
十字接合部対応部から立設し、この取付用基板に
は4個の取付用貫通穴を正方形に配置して単位パ
ネルの十字接合部へ当接して取付けるので貯槽の
補強度合を変更した場合にも貯槽へ不釣合荷重を
作用させることなく補強することができる優れた
効果を有する。
As explained above, in the storage tank reinforcing member according to the present invention, the socket into which the reinforcing bolt is screwed is provided upright from the part corresponding to the cross joint of the mounting board, and the mounting board has four square mounting through holes. Since it is mounted in contact with the cross joint of the unit panel, it has an excellent effect of being able to reinforce the storage tank without applying an unbalanced load even when the degree of reinforcement of the storage tank is changed.

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

第1図は従来の貯槽補強構造を示す断面図、第
2図は第1図の左側面図、第3図は同じく従来の
補強構造を示す断面図、第4図は本考案の第1実
施例に係る貯槽用補強部材が適用された貯槽を示
す斜視図、第5図は第4図−線断面図、第6
図は第1実施例の補強部材20を示す斜視図、第
7図は第1実施例の補強部材22を示す斜視図、
第8図及び第9図は本考案の第2実施例及び第3
実施例を示す斜視図、第10図は本考案の第4実
施例に係る補強構造を示す斜視図、第11図は第
4実施例の補強構造が適用された所槽を示す側面
図である。 10……単位パネル、12……ジヨイント部、
14……テンシヨンロツド、20,22……補強
部材、24……取付用矩形基板、26……ソケツ
ト、28……雌ねじ、30……取付用貫通孔、3
6……斜ブレース、38,40……補強部材、4
2……取付用基板、44……ソケツト、46……
コ字状板、48,50……補強部材。
Figure 1 is a sectional view showing a conventional storage tank reinforcement structure, Figure 2 is a left side view of Figure 1, Figure 3 is a sectional view also showing a conventional reinforcement structure, and Figure 4 is a first implementation of the present invention. A perspective view showing a storage tank to which the reinforcing member for a storage tank according to an example is applied, FIG. 5 is a sectional view taken along the line of FIG.
The figure is a perspective view showing the reinforcing member 20 of the first embodiment, FIG. 7 is a perspective view showing the reinforcing member 22 of the first embodiment,
Figures 8 and 9 show the second and third embodiments of the present invention.
FIG. 10 is a perspective view showing a reinforcing structure according to a fourth embodiment of the present invention, and FIG. 11 is a side view showing a tank to which the reinforcing structure of the fourth embodiment is applied. . 10...Unit panel, 12...Joint part,
14... Tension rod, 20, 22... Reinforcement member, 24... Rectangular board for mounting, 26... Socket, 28... Female thread, 30... Through hole for mounting, 3
6... Diagonal brace, 38, 40... Reinforcement member, 4
2...Mounting board, 44...Socket, 46...
U-shaped plate, 48, 50... reinforcing member.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 貯槽を構成する複数の単位パネルの十字接合部
へ当接して取りつけられる取付用基板と、この基
板へ穿設された方形配置の取付用貫通孔と、前記
取付用基板の十字接合部に対応した部分から立設
され補強ボルト螺合用雌ねじが刻設されたソケツ
トとを有する貯槽用補強部材。
A mounting board that is mounted in contact with the cross joints of a plurality of unit panels constituting the storage tank, mounting through holes in a rectangular arrangement drilled in this board, and holes corresponding to the cross joints of the mounting board. A reinforcing member for a storage tank, which has a socket erected from the part and having a female screw thread for screwing in a reinforcing bolt.
JP11919281U 1981-08-11 1981-08-11 Reinforcement member for storage tank Granted JPS5824795U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11919281U JPS5824795U (en) 1981-08-11 1981-08-11 Reinforcement member for storage tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11919281U JPS5824795U (en) 1981-08-11 1981-08-11 Reinforcement member for storage tank

Publications (2)

Publication Number Publication Date
JPS5824795U JPS5824795U (en) 1983-02-16
JPS6211819Y2 true JPS6211819Y2 (en) 1987-03-20

Family

ID=29913267

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11919281U Granted JPS5824795U (en) 1981-08-11 1981-08-11 Reinforcement member for storage tank

Country Status (1)

Country Link
JP (1) JPS5824795U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012229562A (en) * 2011-04-26 2012-11-22 Asahi Concrete Works Co Ltd Method for reinforcing underground structure, and concrete structure

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6126224Y2 (en) * 1979-05-17 1986-08-06
JPS5697288U (en) * 1979-12-26 1981-08-01

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012229562A (en) * 2011-04-26 2012-11-22 Asahi Concrete Works Co Ltd Method for reinforcing underground structure, and concrete structure

Also Published As

Publication number Publication date
JPS5824795U (en) 1983-02-16

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