JPS59138619A - Decorated frame for foundation - Google Patents

Decorated frame for foundation

Info

Publication number
JPS59138619A
JPS59138619A JP1498583A JP1498583A JPS59138619A JP S59138619 A JPS59138619 A JP S59138619A JP 1498583 A JP1498583 A JP 1498583A JP 1498583 A JP1498583 A JP 1498583A JP S59138619 A JPS59138619 A JP S59138619A
Authority
JP
Japan
Prior art keywords
frame
anchor bolt
fixed
foundation
framework
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.)
Pending
Application number
JP1498583A
Other languages
Japanese (ja)
Inventor
Yuichi Takebe
雄一 武部
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP1498583A priority Critical patent/JPS59138619A/en
Publication of JPS59138619A publication Critical patent/JPS59138619A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/44Foundations for machines, engines or ordnance

Abstract

PURPOSE:To construct a foundation for apparatus, etc., in a short time by a method in which anchor bolts are vertically fixed to the inner wall of a framework, having a level-regulating part on its lower part, while the foundation framework is set on the floor ground, and concrete is placed into the framework. CONSTITUTION:In a factory, a framework 2 is made up of channel steels 2, supporters 3 are fixed to any position of the inner wall of the framework, and anchor bolts 4 are vertically fixed to the supporters 3. Bolt holes 6 are provided in the lower edge portions 5 of the framework 2, and level-regulating parts 9 are attached to the bolt holes 6 with bolts 7 and nuts 8 to form a foundation framework. The foundation framework is set on a given position of the floor ground 22, the level is regulated by the lever-regulating parts 9, and concrete is placed into the foundation framework to construct a firm foundation in a short time.

Description

【発明の詳細な説明】 本発明は、機械室等の床上に設置する機器類の土台とな
る基礎部分について、あらかじめ作成する銅材製の化粧
枠に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a decorative frame made of copper material that is prepared in advance for a foundation portion that serves as a base for equipment installed on the floor of a machine room or the like.

従来より、機械室等に配設される機器類の土台となる基
礎部分は、各種形状に形成されたコンクリート基礎が主
体を成してきた。このコンクリートの基礎を作成するに
は1・・配筋作業、2・・型枠作業、3・・スリーブ工
事、アンカー打ち、4・・アンカー据付け、5・・型枠
除去、6・・機械据付け、7・・左官仕上げ、の順に作
業をしなければならない、この時アンカーボルトがコン
クリートを流し込む際に斜めになったり位置がずれる事
がある。
Conventionally, the foundations that serve as the foundations for equipment installed in machine rooms and the like have mainly been concrete foundations formed in various shapes. To create this concrete foundation, 1. Reinforcement work, 2. Formwork work, 3. Sleeve construction, anchor driving, 4. Anchor installation, 5. Formwork removal, 6. Machine installation. The work must be done in the order of , 7. Plastering, etc. At this time, the anchor bolts may become slanted or misaligned when concrete is poured.

そのため、機械慇置時にハンマーで先端部を声たき1修
正することがある。そのためにアンカーボルトのつけ根
部分のコンクリートがかけてしまう欠点があった。又、
アンカーボルトの埋込み部の長さや太さにも、機種に準
じた耐振設計におけるさまざまな基準があるために、コ
ンクリート基礎を高くしたり、幅を広げたりしなければ
ならなかった。そのつと多量のコンクリートを必要とし
、そのためにコンクリートが固まるまでに時間かがかる
ので機械設置が遅れてしまう欠点があった。
Therefore, when installing the machine, the tip may be struck with a hammer to make one correction. This had the disadvantage that the base of the anchor bolt was covered with concrete. or,
Because there are various standards for vibration-resistant design depending on the model, including the length and thickness of the embedded part of the anchor bolt, the concrete foundation had to be made higher and wider. Another drawback was that it required a large amount of concrete, which took time for the concrete to harden, resulting in delays in machine installation.

又、最後に型枠をはずし左官仕上げをするのだが、長期
間使用しているうちに、物がぶつかったり振動のために
表面や角部がかけたりヒビが入ったりして大変きたなく
見えるという欠点もある。
Finally, the formwork is removed and plastered, but after being used for a long time, the surface and corners become scratched or cracked due to bumps and vibrations, making it look very dirty. There are also drawbacks.

本発明は、これらの欠点を解消するものである。The present invention overcomes these drawbacks.

以下、図面に基づき説明すると、溝形状の綱材(1)に
て枠体(2)を形成し・枠体内壁の任意の位置にアンカ
ーボルト支持体(3)を固着させ、アンカーボルト支持
体(3)にアンカーボルト(4)を垂直状態に固定し、
又、枠体下部の折曲された縁部(5)に任意数のボルト
孔(6)を設け、そこへボルト(7)及びナツト(8)
等を用いて成るレベル調整部材(9)を装着する。
Below, explanation will be given based on the drawings. A frame body (2) is formed from a groove-shaped rope (1), an anchor bolt support body (3) is fixed to an arbitrary position on the wall of the frame body, and an anchor bolt support body (3) is fixed to an arbitrary position on the wall of the frame body. Fix the anchor bolt (4) to (3) in a vertical position,
Further, an arbitrary number of bolt holes (6) are provided in the bent edge (5) of the lower part of the frame, and bolts (7) and nuts (8) are inserted therein.
Attach the level adjustment member (9) made of a metal screw or the like.

次に、枠体(2)の対辺に連絡する補強材(10)を枠
体内壁に固着する。又、枠体が大きな場合には、ターン
バックル(11)を設けた補強材を用いる。
Next, a reinforcing member (10) connected to the opposite side of the frame (2) is fixed to the inner wall of the frame. If the frame is large, a reinforcing member provided with turnbuckles (11) is used.

次に、アンカーボルト支持体(3)の水平面にアンカー
ボルト(4)の直径より大きめのボルト孔(12)を設
け、座金(13)、ナツト(8)を介してアンカーボル
ト(4)を挿通し、取り付は位置の微調整を可能とした
アンカーボルトの支持体(3)′。
Next, a bolt hole (12) larger than the diameter of the anchor bolt (4) is provided in the horizontal surface of the anchor bolt support (3), and the anchor bolt (4) is inserted through the washer (13) and nut (8). The anchor bolt support (3)' allows for fine adjustment of the mounting position.

次に、排水パイプ(14)に連結構造ををする排水口(
15)を設けた溝形鋼(16)を枠体上部の折曲された
縁部(17)の内角に接するごとく枠体内周辺の一部又
は全部に溶接固着して成る排水溝を設けた基礎化粧枠。
Next, the drain port (
15) A foundation with a drain groove formed by welding and fixing a channel steel (16) provided with a groove to a part or all of the periphery of the frame so as to touch the inner corner of the bent edge (17) of the upper part of the frame. makeup frame.

次に、溝形鋼内側に適合する形状の平板(18)にボル
ト孔(19)を設け、平板(18)を溝形鋼内側端部に
固着させ、平板(18)の内側より山形鋼(20)等の
補強材の片端を固着させ、他の片端にも相対関係の構造
をもだせる。これを結合部とした枠体を、ボルト(7)
及びナツト(8)を用いて連結組立て式とした基礎化粧
枠の構造。
Next, bolt holes (19) are provided in the flat plate (18) having a shape that fits inside the channel steel, the flat plate (18) is fixed to the inner end of the channel steel, and the angle iron ( By fixing one end of a reinforcing material such as 20), a relative structure can be created at the other end. Connect the frame using this as the connecting part with the bolt (7)
The structure of the basic decorative frame is connected and assembled using nuts (8) and nuts (8).

本願はへ以上のような構造を有するため設置する機器の
種類に応じた強度を有する形状の枠体を工場組立てにて
完成する。これを用いて施工する場合には、床スラブ面
の条件に応じてレベル調整部材(9)の取り付は方法が
異なる。
Since the present invention has the above-described structure, a frame body having a shape having strength corresponding to the type of equipment to be installed is completed in a factory. When performing construction using this, the method of attaching the level adjustment member (9) differs depending on the conditions of the floor slab surface.

床がすでにコンクリート打ちされている場合にはホール
アンカー(21)を打ち込みレベル調整部材(9)のボ
ルトを螺着する。次に、デツキプレート(22)を用い
た場合には、レベル調整部材(9)のボルト(7)の端
部を溶接等で固着する。これは非常に堅固な基礎と成る
。その他、レベルm整部材(9)の端部をそのままスラ
ブ面に接置させておいても、コンクリートを流し込めば
、ダボ鉄筋の役目を果たすためこれも又堅固な基礎とな
る。
If the floor has already been poured with concrete, hole anchors (21) are cast and the bolts of the level adjustment member (9) are screwed on. Next, when the deck plate (22) is used, the end of the bolt (7) of the level adjustment member (9) is fixed by welding or the like. This provides a very solid foundation. In addition, even if the end of the level m adjustment member (9) is left in contact with the slab surface, if concrete is poured, it will also serve as a dowel reinforcing bar and thus become a solid foundation.

このようにしてスラブ面に枠体を設置した後、レベル調
整を行ない水平をとる。アンカーボルト(4)の位置は
あらかじめ設計段階において計算された位置に工場で取
り付けられるが、運搬条件等が悪いと、取り付は位置が
多少ずれる心配のある時には、アンカーボルト支持体(
3メを用いれば、枠体にコンクリートを流し込む前に調
整し固定する事が出きる。
After the frame is installed on the slab surface in this way, the level is adjusted to make it level. The position of the anchor bolt (4) is installed at the factory at a position calculated in advance at the design stage, but if there is a risk that the installation will be slightly deviated due to poor transportation conditions, the anchor bolt support (
If you use 3 meters, you can adjust and fix the concrete before pouring it into the frame.

このように、本願の枠体を用いた場合には1・・工場に
て枠体作成、2・・枠体設置、3・・コンクリート流し
込み、完成と従来の施工方法とは比べようもないほど簡
単で早く出きる。このため、工期の縮小、人手の削減が
出きるので大変経済的である。又、容易に塗装が出きる
ため機種別や区域側に色分は出き機械室の整理整頓に役
立つものである。溝形鋼の枠体を使用するため、ヒビ割
れや角部がかけたりすることがなくきれいである。従来
へりあき寸法が不足していてコンクリート基礎周辺が破
損するということがあったが、このようなことはまった
くなくなる。なによりも増して)従来の基礎と本願の化
粧枠を用いた基礎とが同じ大きさである時には、本願の
方の基礎が非常ヒ整固でしかも振動にも充分に強いもの
である。この為同−機械を設置する場合でも、基礎を小
さくする事が可能である。
In this way, when using the frame of the present application, 1. Creation of the frame at a factory, 2. Installation of the frame, 3. Concrete pouring, and completion are incomparable to conventional construction methods. It's easy and quick. Therefore, it is very economical as it can shorten the construction period and reduce manpower. In addition, since it can be easily painted, colors can be differentiated by machine type or by area, which is useful for tidying up the machine room. Since the frame is made of channel steel, it is clean and free of cracks and corners. In the past, there were cases where the area around the concrete foundation was damaged due to insufficient edge clearance, but this will no longer happen. Above all, when the conventional foundation and the foundation using the decorative frame of the present invention are of the same size, the foundation of the present invention is extremely stable and sufficiently resistant to vibration. For this reason, even when installing the same machine, it is possible to make the foundation smaller.

このように、従来のような配筋作業や左官仕上げを必要
とせずにすむため作業手間の省力化を計り人件費等の経
費削減も出き、基礎施工の期間を短縮出きるので、営業
開始も早まる為、その期日分の売上げ収入分が利益につ
ながり大変経済的である。その上、耐振強度も増すため
に、安全料も向上するすぐれた基礎を提供するものであ
る。
In this way, there is no need for the conventional reinforcing work and plastering, which saves labor and costs such as personnel costs, and shortens the foundation construction period, so it is possible to start business. Because the deadline is earlier, the sales revenue for that deadline will lead to profits, making it very economical. Furthermore, since the vibration resistance is increased, it provides an excellent basis for improving safety.

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

第1図は、本願の基礎化粧枠の部分断面斜視図、第2図
は、アンカーボルト支持体の水平面に大きめのアンカー
ボルト孔を設けた斜視図、第3図はアンカーボルトを固
定した状態を示す斜視図、第4図は、排水口と補強材を
設けた本願の基礎化粧枠の部分断面斜視図、第5図は、
排水部の要部拡大図、第6図は、結合組立式の大型基礎
化粧枠の斜視図、第7図は、結合部分の拡大斜視図、第
8図は、床にホールアンカーを打ち込んだ場合の取り付
は状態、第9図は、デツキプレート上に取り付けた状態
を示すものである。 (1)は溝形状鋼材、(2)は枠体、(3)はアンカー
ボルト支持体、(4)はアンカーボルト、(5)は枠体
下部縁部、(6)はボルト孔、(7)はボルト、(8)
はナツト、(9)はレベルwIJ整部材、(10)は補
強材、(11)はターンバックル、(12)はアンカー
ボルト孔、(13)は座金、(14)は排水パイプ、(
15)は排水口、(16)は溝形鋼、(17)は枠体上
部縁部、(]8)は平板、(19)はボルト孔、(20
)は山形鋼、(21)はホールアンカー、(22)はデ
ツキプレー)−、(23)はコンクリートである。 特許出願人 武部雄− 第1図 第 4 目
Fig. 1 is a partial cross-sectional perspective view of the basic decorative frame of the present application, Fig. 2 is a perspective view of the anchor bolt support with larger anchor bolt holes provided in the horizontal plane, and Fig. 3 shows the state in which the anchor bolts are fixed. The perspective view shown in FIG. 4 is a partial cross-sectional perspective view of the basic decorative frame of the present application provided with a drain port and reinforcing material, and FIG.
Figure 6 is an enlarged view of the main parts of the drainage section, Figure 6 is a perspective view of a large base decorative frame that can be assembled together, Figure 7 is an enlarged perspective view of the joint part, and Figure 8 is when hole anchors are driven into the floor. Fig. 9 shows the state in which it is mounted on the deck plate. (1) is a channel-shaped steel material, (2) is a frame body, (3) is an anchor bolt support, (4) is an anchor bolt, (5) is a lower edge of the frame body, (6) is a bolt hole, (7 ) is a bolt, (8)
is a nut, (9) is a level wIJ adjustment member, (10) is a reinforcement material, (11) is a turnbuckle, (12) is an anchor bolt hole, (13) is a washer, (14) is a drain pipe, (
15) is the drain port, (16) is the channel steel, (17) is the upper edge of the frame, (]8) is the flat plate, (19) is the bolt hole, (20
) is angle iron, (21) is hole anchor, (22) is deck play), and (23) is concrete. Patent applicant Yu Takebe - Figure 1, item 4

Claims (1)

【特許請求の範囲】 1) 溝形跋の銅材にて枠体を形成し、枠体内壁の任意
の位置にアンカーボルト支持体を固着させ為アンカーボ
ルト支持体にアンカーボルトを垂直状態に固定し、又、
枠体下部の折曲された縁部に任意数のボルト孔を設け、
そこへボルト及びナツト等を用いて成るレベル調整部材
を装着して成る基礎化粧枠。 2)枠体の対辺に連絡する補強材を枠体内壁に固着して
成る特許請求の範囲第1項記載の基礎化粧枠。 3)アンカーボルト支持体の水平面にアンカーボルトの
直径より大きめのボルト孔を有して成るアンカーボルト
支持体を設けた特許請求の範囲第1項記載の基−礎化粧
枠。 4) 排水パイプに連結する構造を有する排水口を設け
た溝形飼を、枠体上部の折曲された縁部の内角に接する
ごとく枠体内周辺の一部又は全部に溶接固着して成る特
許請求の範囲第1項記載の基礎化粧枠。 5)溝形鋼内側に適合する形状の平板にボルト孔を設け
、その平板を溝形鍔内側端部に固着させ、平板内側より
補強材の片端を固着させ他の片端にも相対関係の構造を
もたせる。これを結合部とした枠体をボルト及びナツト
を用いて連結組立て式とした特許請求の範囲第1項記載
の基礎化粧枠。
[Scope of Claims] 1) A frame is formed of a channel-shaped copper material, and an anchor bolt support is fixed to an arbitrary position on the wall of the frame so that the anchor bolt is fixed vertically to the anchor bolt support. And again,
An arbitrary number of bolt holes are provided on the bent edge of the lower part of the frame,
The basic decorative frame is made up of a level adjustment member using bolts, nuts, etc. attached thereto. 2) The basic decorative frame according to claim 1, wherein a reinforcing member that communicates with the opposite side of the frame is fixed to the inner wall of the frame. 3) The base decorative frame according to claim 1, further comprising an anchor bolt support having a bolt hole larger than the diameter of the anchor bolt on the horizontal surface of the anchor bolt support. 4) A patent in which a trench with a drainage port connected to a drainage pipe is welded and fixed to part or all of the periphery of the frame so as to be in contact with the inner corner of the bent edge of the upper part of the frame. A basic decorative frame according to claim 1. 5) Bolt holes are provided in a flat plate with a shape that fits inside the channel steel, the flat plate is fixed to the inner end of the channel flange, one end of the reinforcing material is fixed from the inside of the flat plate, and the other end is also in a relative relationship. to hold. The basic decorative frame according to claim 1, wherein the frame body with this as a connecting part is connected and assembled using bolts and nuts.
JP1498583A 1983-01-30 1983-01-30 Decorated frame for foundation Pending JPS59138619A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1498583A JPS59138619A (en) 1983-01-30 1983-01-30 Decorated frame for foundation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1498583A JPS59138619A (en) 1983-01-30 1983-01-30 Decorated frame for foundation

Publications (1)

Publication Number Publication Date
JPS59138619A true JPS59138619A (en) 1984-08-09

Family

ID=11876244

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1498583A Pending JPS59138619A (en) 1983-01-30 1983-01-30 Decorated frame for foundation

Country Status (1)

Country Link
JP (1) JPS59138619A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2013156616A1 (en) * 2012-04-19 2013-10-24 Alstom Technology Ltd Support system for an equipment item on a concrete slab
KR20180051344A (en) * 2016-11-08 2018-05-16 대양산업(주) Materials with earthquake response attenuation function and foundation structure of building using thereof

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2013156616A1 (en) * 2012-04-19 2013-10-24 Alstom Technology Ltd Support system for an equipment item on a concrete slab
FR2989703A1 (en) * 2012-04-19 2013-10-25 Alstom Technology Ltd SYSTEM FOR SUPPORTING EQUIPMENT ON A CONCRETE SLAB.
CN104245226A (en) * 2012-04-19 2014-12-24 阿尔斯通技术有限公司 Support system for an equipment item on a concrete slab
US9347599B2 (en) 2012-04-19 2016-05-24 Alstom Technology Ltd Support system for an equipment item on a concrete slab
KR20180051344A (en) * 2016-11-08 2018-05-16 대양산업(주) Materials with earthquake response attenuation function and foundation structure of building using thereof

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