JPS6213987Y2 - - Google Patents

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Publication number
JPS6213987Y2
JPS6213987Y2 JP1982072694U JP7269482U JPS6213987Y2 JP S6213987 Y2 JPS6213987 Y2 JP S6213987Y2 JP 1982072694 U JP1982072694 U JP 1982072694U JP 7269482 U JP7269482 U JP 7269482U JP S6213987 Y2 JPS6213987 Y2 JP S6213987Y2
Authority
JP
Japan
Prior art keywords
foundation
members
assembled
drill
bolts
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
JP1982072694U
Other languages
Japanese (ja)
Other versions
JPS58177394U (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 JP7269482U priority Critical patent/JPS58177394U/en
Publication of JPS58177394U publication Critical patent/JPS58177394U/en
Application granted granted Critical
Publication of JPS6213987Y2 publication Critical patent/JPS6213987Y2/ja
Granted legal-status Critical Current

Links

Description

【考案の詳細な説明】 この考案は水槽用組立式架台に関し、H形又は
コ形型鋼を、溝を外へ向けて平らな矩形状に組
み、その内側に縦横又は斜め桟を設けた、通常、
溶接構造の平架台を、ボルト、ナツト締めによる
組立式とし、さらに基礎コンクリートへの固定も
その場で行えるよう、基礎ボルト穴と同軸に上フ
ランジにドリル挿入穴を設けたことを主な特徴と
し、ドリルを真上から下フランジの基礎ボルト穴
へ通して、硬化した基礎コンクリートに穿孔し、
穿孔中、ドリル揺動を制し、穿孔後、メカニカル
アンカーボルトを挿入、固定できるようにしたの
である。
[Detailed description of the invention] This invention relates to an assembly frame for an aquarium, which is usually constructed by assembling H-shaped or U-shaped steel into a flat rectangular shape with the groove facing outward, and providing vertical and horizontal or diagonal crosspieces on the inside. ,
The main feature is that the welded flat frame is assembled by tightening bolts and nuts, and a drill insertion hole is provided in the upper flange coaxially with the foundation bolt hole so that it can be fixed to the foundation concrete on the spot. , pass a drill from directly above through the foundation bolt holes of the lower flange and drill into the hardened foundation concrete.
This suppresses the swinging of the drill during drilling, making it possible to insert and secure mechanical anchor bolts after drilling.

建築物の地下室、屋上等に設けられる水槽は、
最近、樹脂パネルを次々と接続した組立水槽の採
用により大型水槽の設置が容易になつた。しか
し、組立てた水槽を基礎コンクリート上に固定す
る据付工事はあまり進歩していない。あい変らず
据付現場へ材料となる型鋼を運び込み、所要寸法
に切断、溶接して架台を組立て、その前後に水槽
取付穴、基礎ボルト穴を明ける。そして、基礎コ
ンクリートを作つたコンクリート工事者が据付け
面に立てゝおいてくれた基礎ボルトにより上記架
台を締付け固定し、その上に水槽を載せる。
Water tanks installed in basements, rooftops, etc. of buildings are
Recently, the installation of large aquariums has become easier with the adoption of assembled aquariums in which resin panels are connected one after another. However, there has not been much progress in the installation work of fixing the assembled water tank onto the concrete foundation. As always, we bring the molded steel materials to the installation site, cut them to the required dimensions, weld them, and assemble the frame, and then drill the water tank mounting holes and foundation bolt holes in the front and back. Then, the pedestal is tightened and fixed using the foundation bolts that the concrete worker who made the foundation concrete placed on the installation surface, and the water tank is placed on top of it.

型鋼素材の切断、穴あけは工場製作にしても、
架台を溶接で一体化し、これをコンクリート工事
者が立てた基礎ボルトにより据付ける点は変らな
い。
Even if the cutting and drilling of shaped steel materials are made in a factory,
There is no change in the fact that the frame is integrated by welding and is installed using foundation bolts erected by concrete workers.

溶接による現場組立ては溶接工、溶接設備を必
要とし、その実質強度の検査は面倒であり、溶接
歪による寸法変化、ねじれの問題があつた。そし
て、最も困る問題は、コンクリート工事者が立
てゝくれた基礎ボルトと架台の基礎ボルト穴と
が、そのまゝ全数適合する事はむしろ少い点であ
つた。
On-site assembly by welding requires welders and welding equipment, inspection of its actual strength is troublesome, and there are problems with dimensional changes and twisting due to welding distortion. The most troubling problem was that the foundation bolts installed by the concrete contractor and the foundation bolt holes of the pedestal rarely matched exactly as they were.

この考案は架台の現場組立に溶接を不要とし、
さらに架台にあけられた基礎コンクリート穿孔ド
リル挿入穴を利用して、その場で基礎ボルトの穴
あけ、固着を行い、この即製基礎ボルトに架台を
固定することにより、上の問題点を完全に解消し
たのである。次に図面を参照して、この考案の構
成、実施態様を説明する。
This idea eliminates the need for welding when assembling the frame on-site.
Furthermore, by using the foundation concrete drilling drill insertion holes drilled in the pedestal to drill and secure the foundation bolts on the spot, and by fixing the pedestal to these ready-made foundation bolts, the above problem is completely resolved. That's what I did. Next, the configuration and implementation of this invention will be explained with reference to the drawings.

第1、第2図はこの考案の一実施例を示すもの
で、三本の基礎コンクリート台C上に矩形状に組
んだ外周部材、つまり外周縦材1a,1b、外周
横材2、及び内側の縦桟3a,3b、横桟4はす
べて工場製作された規定寸法の型鋼直線材であ
る。これらを組合わす接合部はいずれも工場製作
された規定寸法の仲介部材5a,5b,5cを介
してボルト、ナツト締めされている。
Figures 1 and 2 show an embodiment of this invention, in which the outer circumferential members assembled in a rectangular shape on three foundation concrete stands C, that is, the outer circumferential vertical members 1a, 1b, the outer circumferential cross members 2, and the inner circumferential members. The vertical bars 3a, 3b and the horizontal bars 4 are all factory-manufactured shaped steel straight members of specified dimensions. The joints where these parts are combined are all tightened with bolts and nuts via intermediary members 5a, 5b, and 5c of specified dimensions manufactured at a factory.

第1図の接合部X,Y,Zの分解斜視図を第
3,4,5図に示している。仲介部材の5aは山
形鋼断片に補強用台形板6を両端に工場溶接した
もので、縦材1a、横材1bを第1,2図のよう
に直角に置いた時、夫々に予めあけた組立穴7同
士が一致する位置に穴7をあけたものである。
Exploded perspective views of the joints X, Y, and Z in FIG. 1 are shown in FIGS. 3, 4, and 5. The intermediary member 5a is a piece of angle iron with reinforcing trapezoidal plates 6 welded at both ends at the factory, and when the vertical members 1a and the horizontal members 1b are placed at right angles as shown in Figures 1 and 2, they are pre-drilled. The holes 7 are drilled at positions where the assembly holes 7 coincide with each other.

第4図の仲介部材5bは連結板8に垂直板9を
丁字状に溶接したもので、連結板8により縦材1
a,1bを一直線状に連結し、同時に垂直板9に
横桟4端を取付け三者接合できるように、夫々に
組立穴7をあけている。
The intermediary member 5b in FIG. 4 is made by welding a vertical plate 9 to a connecting plate 8 in a T-shape.
A and 1b are connected in a straight line, and assembly holes 7 are formed in each of them so that the four ends of the horizontal beams can be attached to the vertical plate 9 at the same time for three-way joining.

第5図の仲介部材5cは上述の仲介部材5bの
垂直板9がより細く、型鋼溝深さ分だけ長く出た
垂直板9′となつている。縦桟3a,3bの接合
端を第5図のように両仲介部材5b,5cにより
表裏から挟み、ボルト締めし、夫々の垂直板9,
9′に横桟4端をボルト締めして四者接合を果し
ている。
In the intermediary member 5c of FIG. 5, the vertical plate 9 of the above-mentioned intermediary member 5b is thinner and has become a vertical plate 9' extending as long as the depth of the mold groove. As shown in FIG. 5, the joint ends of the vertical bars 3a and 3b are sandwiched from the front and back by both intermediary members 5b and 5c and bolted, and the respective vertical plates 9,
The four ends of the horizontal beams are bolted to 9' to achieve a four-way connection.

なお接合部の仲介部材5a,5b,5cの形
は、機構設計者の周知技術により多様に変化し得
ることは、いうまでもない。要するに型鋼端部を
直線状、直角状に接合するための仲介部材であれ
ばよいのである。そして、それはすべて工場製作
されたものであるが、これを単品として現場へ持
込んで、第3〜5図のように用いるほか、第6〜
8図のように予め型鋼部材の所要位置に溶接固定
しておいて、一諸に現場へ持込んでもよい。第6
〜8図の仲介部材5d,5eは第8図でよく分る
ように型鋼溝内に溶接し、外方へ突出させた平板
5dと、直角に曲げた板5eである。これらの仲
介部材は外周部材1a,1b,2、桟3a,3
b,4の各上フランジ上面を同一平面に揃えて接
合できるように配慮した形になつている。
It goes without saying that the shapes of the intermediary members 5a, 5b, and 5c of the joints can be varied in various ways according to the well-known techniques of mechanism designers. In short, any intermediate member is sufficient as long as it is used to join the end portions of the shaped steel in a straight or right-angled manner. All of these are manufactured in a factory, but they are brought to the site as single items and used as shown in Figures 3 to 5, as well as in Figures 6 to 5.
As shown in Fig. 8, the molded steel members may be welded and fixed at required positions in advance and brought to the site all at once. 6th
As can be clearly seen in FIG. 8, the intermediary members 5d and 5e in FIGS. 8 to 8 are a flat plate 5d welded into the groove of the molded steel and projecting outward, and a plate 5e bent at right angles. These intermediary members are outer peripheral members 1a, 1b, 2, crosspieces 3a, 3.
The shape is such that the upper surfaces of the upper flanges b and 4 can be aligned and joined on the same plane.

外周部材型鋼1a,1b,2には、架台組立用
ボルト穴7、基礎ボルト受入穴7a、基礎コンク
リート穿孔ドリル挿入穴7b、及び水槽取付穴7
cが工場製作時、あけてある。
The outer peripheral member type steels 1a, 1b, 2 have bolt holes 7 for frame assembly, foundation bolt receiving holes 7a, foundation concrete drilling drill insertion holes 7b, and water tank mounting holes 7.
c is left open when manufactured at the factory.

組立水槽用架台の場合、樹脂製単位パネルを
次々と架台上面に取付けるため、第1図に示すよ
うに外周部材型鋼1a,1b,2の上フランジに
多数の水槽取付穴7cが必要である。またその下
フランジの所要位置に基礎ボルト穴7aが必要で
ある。これらは従来通りである。ただし基礎ボル
ト穴7aはすべてメカニカルアンカーボルト用で
あつて、上フランジの水槽取付穴7cの真下を避
けた位置にある。
In the case of an assembled aquarium stand, since the resin unit panels are attached one after another to the upper surface of the stand, a large number of aquarium attachment holes 7c are required in the upper flanges of the outer peripheral member mold steels 1a, 1b, 2, as shown in FIG. Further, foundation bolt holes 7a are required at required positions on the lower flange. These are the same as before. However, all of the foundation bolt holes 7a are for mechanical anchor bolts, and are located away from directly below the water tank attachment hole 7c of the upper flange.

この考案は下フランジの基礎ボルト穴7aと同
軸に、基礎コンクリート穿孔ドリル挿入穴7bを
上フランジに設けた点が従来と大きく異る。無
論、ドリルは上記メカニカルアンカーボルトの装
着穴を穿孔するものゆえ、それに適した寸法のド
リル挿入穴を同軸に明けておくのである。
This invention differs greatly from the conventional one in that a foundation concrete drilling drill insertion hole 7b is provided in the upper flange coaxially with the foundation bolt hole 7a in the lower flange. Of course, since the drill is used to drill the mounting hole for the mechanical anchor bolt, a drill insertion hole of an appropriate size is coaxially drilled.

第9図に拡大して示すが、外周部材1a,1
b,2のいずれも、その下フランジの基礎ボルト
穴7aの真上に当る上フランジにドリル挿入穴7
bをあけてあるのである。外周部材1a,1b,
2を基礎コンクリートC上で組立て正位置につけ
たら、第9図のドリル挿入穴7bを経てドリル先
端を基礎ボルト穴7a内に入れ、コンクリート面
に立てる。無論、ドリルは可搬穿孔機に装着され
たもので、実験では30〜60秒以内に一個の基礎ボ
ルト穴11をあけられた。その穴11へメカニカ
ルアンカーボルト10を挿入し、ネジ締めか、打
撃によりボルト10下部を第9図のように開脚さ
せる。そして、座金12、ナツト13により型鋼
下フランジを基礎コンクリートC面に固定する。
As shown enlarged in FIG. 9, the outer peripheral members 1a, 1
Both b and 2 have drill insertion holes 7 in the upper flange directly above the foundation bolt holes 7a in the lower flange.
b is left open. Outer peripheral members 1a, 1b,
2 is assembled and placed in the correct position on the foundation concrete C, insert the tip of the drill into the foundation bolt hole 7a through the drill insertion hole 7b shown in FIG. 9, and stand it on the concrete surface. Of course, the drill was attached to a portable drilling machine, and in the experiment it was possible to drill one foundation bolt hole 11 within 30 to 60 seconds. A mechanical anchor bolt 10 is inserted into the hole 11, and the lower part of the bolt 10 is opened as shown in FIG. 9 by tightening a screw or by hitting the bolt. Then, the lower flange of the molded steel is fixed to the C surface of the foundation concrete using washers 12 and nuts 13.

こうして基礎コンクリートC上に固定された架
台の上に水槽T下部を取付けた状態を第10図に
示す。アンカーボルト10の真上には、第9図の
ようにドリル挿入穴7bが空穴のまゝ残る。
FIG. 10 shows the state in which the lower part of the water tank T is attached to the frame fixed on the foundation concrete C in this manner. Directly above the anchor bolt 10, the drill insertion hole 7b remains empty as shown in FIG.

以上、一実施例によつて説明したが、この考案
の組立式架台の型鋼部材、仲介部材は鉄工技術者
の周知技術により多様に変化し得る。また、それ
らの組立穴、基礎ボルト穴、ドリル挿入穴、水槽
取付穴も実施条件に応じて設計者が適宜、その配
置、寸法を決めるべきものである。
Although one embodiment has been described above, the steel members and intermediate members of the prefabricated frame of this invention can be varied in many ways using the techniques known to steelworkers. Furthermore, the layout and dimensions of the assembly holes, foundation bolt holes, drill insertion holes, and water tank mounting holes should be determined by the designer as appropriate according to the implementation conditions.

この考案は従来、一品生産で、現場溶接を必要
とした水槽用架台を、量産した規定寸法の型鋼直
線材、仲介部材の組立製品としたので、寸法精度
の優れた架台を素人工でも容易に、能率よく組立
てられる。そして、基礎ボルト穴のある下フラン
ジの真上の上フランジにドリル挿入穴をあけてあ
るから、基礎コンクリート上に組立てた架台型鋼
の、上フランジに妨げられる事なく、下フランジ
の基礎ボルト穴にドリルを通し、直ちにメカニカ
ルアンカーボルト装着穴を穿孔できる。上フラン
ジのドリル挿入穴を、ドリルを支持、案内する治
具穴として治用すれば、未熟練者でも容易に正確
に穿孔し得る。これにより従来の難間であつた基
礎ボルトと架台穴との食い違いを完全に解消し得
た。メカニカルアンカーボルト自身も埋込式アン
カーボルトに勝ることは周知である。
This idea changed the aquarium stand, which had traditionally been produced as a single item and required on-site welding, to an assembled product of mass-produced shaped steel straight members of specified dimensions and intermediary members, making it easy for even unskilled workers to create a stand with excellent dimensional accuracy. , can be assembled efficiently. Since the drill insertion hole is drilled in the upper flange directly above the lower flange where the foundation bolt hole is located, it can be inserted into the foundation bolt hole of the lower flange without being obstructed by the upper flange of the frame type steel assembled on the foundation concrete. Mechanical anchor bolt mounting holes can be immediately drilled using a drill. If the drill insertion hole in the upper flange is used as a jig hole for supporting and guiding the drill, even an unskilled person can easily and accurately drill the hole. This completely solved the problem of discrepancies between the foundation bolts and the mounting holes, which had been a problem in the past. It is well known that mechanical anchor bolts themselves are superior to recessed anchor bolts.

またドリル挿入穴は打撃開脚式メカニカルアン
カーボルトの開脚ピン頭を打つ際、ピン頭に適合
する当て棒をそれに通し、その頭部をハンマーで
叩くことを可能にする。この考案は組立式架台と
いう在来名称であるが、単なる組立式でなく、例
えば入口の狭い地下室の、古い基礎コンクリート
のアンカーボルトのない位置に、水槽架台を組立
てと同時にメカニカルアンカーボルトで据付けら
れる組立据付式とでも称すべき新型式の架台を提
供し得た。
In addition, the drill insertion hole makes it possible to pass a stopper rod that fits the pin head and hit the head with a hammer when driving the opening pin head of the impact opening type mechanical anchor bolt. This idea is conventionally called a prefabricated pedestal, but it is not just a prefabricated type; for example, in a basement with a narrow entrance, the aquarium pedestal can be assembled and installed using mechanical anchor bolts at a location where there are no anchor bolts in the old concrete foundation. We have been able to provide a new type of mount that can be called an assembly and installation type.

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

第1,2図はこの考案一実施例の平面及び立面
図、第3,4,5図は夫々、第1図の接合部A,
B,Cの分解斜視図、第6,7図は型鋼に工場溶
接により仲介部材を予め取付けた実施例の平面及
び立面図、第8図はその拡大側面図、第9図は基
礎ボルトにより固定した実施例型鋼の拡大断面
図、第10図はこの実施例架台に水槽下部を取付
けた状態を示す説明図である。 1a,1b,2,3a,3b,4……型鋼直線
材、5a,5b,5c,5d,5e……仲介部
材、7b……基礎コンクリート穿孔ドリル挿入
穴。
Figures 1 and 2 are plan and elevation views of an embodiment of this invention, and Figures 3, 4, and 5 are joint portions A and 5 of Figure 1, respectively.
Exploded perspective views of B and C, Figures 6 and 7 are plan and elevation views of an embodiment in which the intermediary member is pre-attached to the shaped steel by factory welding, Figure 8 is an enlarged side view thereof, and Figure 9 is a FIG. 10, which is an enlarged sectional view of the fixed molded steel according to the embodiment, is an explanatory diagram showing the state in which the lower part of the water tank is attached to the frame of this embodiment. 1a, 1b, 2, 3a, 3b, 4...Shape steel straight member, 5a, 5b, 5c, 5d, 5e...Intermediate member, 7b...Foundation concrete drilling drill insertion hole.

Claims (1)

【実用新案登録請求の範囲】 H形又はコ形型鋼を、溝を外へ向けて平らな矩
形状に組み、その内側に縦横又は斜め桟を設けた
組立水槽用平架台において、 上記矩形状に組んだ外周部材、及び内側の桟は
すべて工場製作された規定寸法の型鋼直線材であ
り、これらを組合わす接合部は工場製作された規
定寸法の仲介部材を介してボルト、ナツト締めさ
れており、 上記外周部材型鋼の下フランジに明けた基礎ボ
ルト穴はすべてメカニカルアンカーボルト用であ
つて、上フランジの水槽取付穴の真下を避けた位
置にあり、 上記各基礎ボルト穴の真上の上フランジには、
基礎コンクリートに上記メカニカルアンカーボル
トの装着穴を穿孔するドリルの挿入穴が、その基
礎ボルト穴と同軸に明けられていることを特徴と
する水槽用組立式架台。
[Scope of Claim for Utility Model Registration] A flat frame for an assembled aquarium in which H-shaped or U-shaped steel is assembled into a flat rectangular shape with the groove facing outward, and vertical and horizontal or diagonal bars are provided inside the frame, The assembled outer peripheral members and inner crosspieces are all factory-manufactured shaped steel straight members with specified dimensions, and the joints that combine them are tightened with bolts and nuts through intermediary members of specified dimensions manufactured in the factory. All of the foundation bolt holes drilled in the lower flange of the above outer peripheral member type steel are for mechanical anchor bolts, and are located away from directly below the water tank mounting holes of the upper flange. for,
A prefabricated mount for an aquarium, characterized in that an insertion hole for a drill for drilling a mounting hole for the mechanical anchor bolt in the foundation concrete is drilled coaxially with the foundation bolt hole.
JP7269482U 1982-05-20 1982-05-20 Assembly stand for aquarium Granted JPS58177394U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7269482U JPS58177394U (en) 1982-05-20 1982-05-20 Assembly stand for aquarium

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7269482U JPS58177394U (en) 1982-05-20 1982-05-20 Assembly stand for aquarium

Publications (2)

Publication Number Publication Date
JPS58177394U JPS58177394U (en) 1983-11-28
JPS6213987Y2 true JPS6213987Y2 (en) 1987-04-10

Family

ID=30082248

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7269482U Granted JPS58177394U (en) 1982-05-20 1982-05-20 Assembly stand for aquarium

Country Status (1)

Country Link
JP (1) JPS58177394U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011094456A (en) * 2009-11-02 2011-05-12 Ohbayashi Corp Load bearing base, supporting material, and load bearing method

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5646588B2 (en) * 1974-06-19 1981-11-04
JPS5744089B2 (en) * 1975-07-24 1982-09-18

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5456221U (en) * 1977-09-28 1979-04-18
JPS5852240Y2 (en) * 1979-09-17 1983-11-28 積水プラントシステム株式会社 Assembly type mount
JPS6117030Y2 (en) * 1980-08-21 1986-05-24

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5646588B2 (en) * 1974-06-19 1981-11-04
JPS5744089B2 (en) * 1975-07-24 1982-09-18

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011094456A (en) * 2009-11-02 2011-05-12 Ohbayashi Corp Load bearing base, supporting material, and load bearing method

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JPS58177394U (en) 1983-11-28

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