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JP5276809B2 - Manufacturing method for machine base - Google Patents
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JP5276809B2 - Manufacturing method for machine base - Google Patents

Manufacturing method for machine base Download PDF

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JP5276809B2
JP5276809B2 JP2007196276A JP2007196276A JP5276809B2 JP 5276809 B2 JP5276809 B2 JP 5276809B2 JP 2007196276 A JP2007196276 A JP 2007196276A JP 2007196276 A JP2007196276 A JP 2007196276A JP 5276809 B2 JP5276809 B2 JP 5276809B2
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frame
concrete
mortar
manufacturing
mechanical device
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JP2009030737A (en
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巧 渡部
健一 今井
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前田製管株式会社
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a mechanical device mount for preventing resonance with a mechanical device mounted thereon without changing the design of a mount formed in a general frame structure. <P>SOLUTION: A mount frame 1 is formed by filling concrete or mortar in an internal space of a plate working frame which is formed by assembling vertical frame members 2A and horizontal frame members 2B formed of steel pipes together. A concrete stage 4 is formed into a structure integrated with an upper part 2C of the mount frame which is molded by placing concrete on the upper part of the mount frame. <P>COPYRIGHT: (C)2009,JPO&amp;INPIT

Description

本発明は機械装置用架台に関し、特に駆動源を備えた機械装置から生じる振動と共振することが少ない高剛性の機械装置用架台の製造方法に関する。   The present invention relates to a machine stand, and more particularly, to a method for manufacturing a high-rigidity machine stand that is less likely to resonate with vibration generated from a machine device having a drive source.

駆動源を備えた機械装置はその回転,移動,停止,発進などによって振動や揺れが発生する。したがって、このような機械装置を支持する架台がこれらの振動や揺れと共振した場合には益々増幅され、その振動や揺れが止まるまで次工程に進めないといった事態が発生する場合がある。   A mechanical device having a drive source generates vibrations and vibrations due to rotation, movement, stop, start, and the like. Therefore, when the gantry supporting such a mechanical device resonates with these vibrations and vibrations, it may be amplified more and the situation may occur in which it cannot proceed to the next process until the vibrations and vibrations stop.

このような共振の防止を図ったものとして、例えば、特開平4−256615号公報には、一本の鋼管を縦に配置してその内部にコンクリートを充填するとゝもに、該鋼管の上下両端にリブとともに溶接された上ベース板と下ベース板をそれぞれ固定した構成のパーツフィダー架台が開示されている。これにより、架台の本体部分は高剛性となり、上ベース板の上に設置したパーツフィダーの振動と共振を起こしにくい構造となるといった効果を奏する。   In order to prevent such resonance, for example, in Japanese Patent Laid-Open No. Hei 4-256615, when a steel pipe is arranged vertically and filled with concrete, the upper and lower ends of the steel pipe are both A parts feeder base frame having a structure in which an upper base plate and a lower base plate welded together with ribs are respectively fixed is disclosed. As a result, the main body portion of the gantry is highly rigid, and there is an effect that the structure is less likely to cause vibration and resonance of the parts feeder installed on the upper base plate.

しかし、前記特開平4−256615号公報の架台は、その本体部分が内部にコンクリートを充填した一本の高剛性の鋼管を縦に配設した構成のものであるため、その上端面の面積の大きさには自ずと限界がある。したがって、この架台の上にパーツフィダーなどの機械装置を設置するためには、前記高剛性の鋼管の上端部にその上端面の面積よりも広い面積を有する上ベース板を固定し、該上ベース板の上に設置せざるを得ない。   However, since the gantry of Japanese Patent Laid-Open No. 4-256615 has a structure in which the main body portion is vertically arranged with one high-rigidity steel pipe filled with concrete, the area of its upper end surface is reduced. There is a limit to its size. Therefore, in order to install a mechanical device such as a parts feeder on the frame, an upper base plate having an area larger than the area of the upper end surface is fixed to the upper end of the high-rigidity steel pipe, and the upper base is fixed. It must be installed on a board.

更には、上記上ベース板はリブとともに鋼管に溶接されてはいるが、上ベース板自体の剛性が低いこと、また前記上ベース板の周囲の大部分は自由端となるので、該上ベース板の上に設置したパーツフィダーなどの機械装置から生じる振動と共振しやすいといった問題点が依然として残されている。   Furthermore, although the upper base plate is welded to the steel pipe together with the rib, the upper base plate itself has low rigidity, and most of the periphery of the upper base plate is a free end. There still remains a problem that it tends to resonate with vibrations generated from mechanical devices such as parts feeders installed on the top.

また、前記特開平4−256615号の架台では、大径の前記鋼管が主要部を占める特殊な構成となっているので、フレームを縦横に組んで形成した一般的な機械装置用の架台(同公報の図2に示す従来の架台)とは構成が根本的に相違する。したがって、前記特開平4−256615号のような構成の架台を採用する場合には改めて設計をやり直さなければならないという問題点もあった。   In addition, the gantry of Japanese Patent Laid-Open No. 4-256615 has a special configuration in which the large-diameter steel pipe occupies the main part. Therefore, a gantry for a general mechanical device formed by assembling frames vertically and horizontally (same as above) The configuration is fundamentally different from the conventional frame shown in FIG. Therefore, there is also a problem in that when a gantry having a configuration as disclosed in Japanese Patent Laid-Open No. 4-256615 is employed, the design must be re-designed.

このような問題点を解消するため、出願人は先に、鋼管を縦横に組んで形成したフレームの内部空間にコンクリート又はモルタルを充填する構成とすることで、設計変更を施すことなく一般的な架台構造としたフレームを形成することができるようにした機械装置用架台を出願した(実用新案登録第3097573号公報)。   In order to solve such problems, the applicant first made a general construction without making design changes by adopting a structure in which the internal space of a frame formed by assembling steel pipes vertically and horizontally is filled with concrete or mortar. An application has been filed for a frame for a machine apparatus that can form a frame having a frame structure (utility model registration No. 3097573).

特開平4−256615号公報JP-A-4-256615 実用新案登録第3097573号公報Utility Model Registration No. 3097573

機械装置用架台を、前記特許文献2(実用新案登録第3097573号公報)に開示された発明のような構成とすることで、上記のように、一般的なボックス型の架台であれば設計変更することなく製作できるといった効果を奏する。しかし、この特許文献2に開示されたパーツフィダーなどの機械装置を設置するためのベース板5は、フレーム2と別部材であって、フレーム2が完成した後にその上部に溶接によって装着されていること、前記ベース板5はその共振防止性能が損なわれないようにするために、ベース板5全体が架台によって支持されていること、すなわち、ベース板5はその板厚に限度があるため、フレーム2の上部面積と同等又はこれよりも狭い面積のものであることが必要である。   By changing the structure of the machine device frame to the configuration disclosed in the above-mentioned Patent Document 2 (Utility Model Registration No. 3097573), the design can be changed if it is a general box type frame as described above. There is an effect that it can be produced without doing. However, the base plate 5 for installing a mechanical device such as a parts feeder disclosed in Patent Document 2 is a separate member from the frame 2 and is attached to the upper part of the frame 2 by welding after the frame 2 is completed. In addition, in order to prevent the resonance preventing performance of the base plate 5 from being impaired, the entire base plate 5 is supported by a pedestal, that is, the base plate 5 is limited in its plate thickness. It is necessary that the area is equal to or smaller than the upper area of 2.

上記のように、従来の架台は、板厚の厚い高剛性のベース板5を別途用意する必要があること、該ベース板5をフレーム2に装着するために溶接作業が必要であり、これらが架台の製造価格を上昇させる要因となっている。本発明は、上記のような従来の問題点に鑑みてなされたものであり、ベース板を高剛性で、機械装置から生じる振動と共振を起こしにくいコンクリートで形成するとゝもに、該ベース板をコンクリートで形成する際にフレームと一体成形してベース板をフレームに装着することで、廉価に製造できる機械装置用の架台を提供することを目的としたものである。   As described above, the conventional gantry requires that the high-rigidity base plate 5 with a large plate thickness be prepared separately, and that a welding operation is required to attach the base plate 5 to the frame 2. This is a factor that raises the manufacturing price of the gantry. The present invention has been made in view of the above-described conventional problems. When the base plate is made of concrete that has high rigidity and is less likely to cause vibration and resonance from a mechanical device, the base plate is An object of the present invention is to provide a frame for a mechanical device that can be manufactured at low cost by integrally forming the frame with a base plate and attaching the base plate to the frame.

上記の目的を達成するため、本発明の請求項1に係る機械装置用架台の製造方法は、鋼管からなる縦枠部材と横枠部材を縦横に組んで形成した製缶フレームを、底板型枠と側板型枠からなる型枠内に天地を逆にしてセットし、前記製缶フレームの底部を構成する縦枠部材又は横枠部材のコンクリート充填口からその内部空間にコンクリート又はモルタルを充填して架台フレームを形成するとゝもに、前記型枠内にコンクリートを打設して前記架台フレームの上部と一体構造のコンクリート製のステージを成形することを特徴とする。   In order to achieve the above object, a method for manufacturing a machine stand according to claim 1 of the present invention comprises a can frame formed by assembling a vertical frame member made of a steel pipe and a horizontal frame member vertically and horizontally. And set in the form consisting of side plate molds with the top and bottom reversed, and filling the interior space with concrete or mortar from the concrete filling port of the vertical frame member or horizontal frame member constituting the bottom of the can making frame When the gantry frame is formed, concrete is cast in the mold to form a concrete stage integrally formed with the upper part of the gantry frame.

このような構成とすることにより、機械装置の振動による共振が少ない機械装置用の架台を少ない製造工程で廉価に製造できるとゝもに、架台フレームの上部とコンクリート製のステージとが、該ステージの形成時に一体構造となって成形されるため、機械装置の振動による共振が確実に防止されるとゝもに、製造工程が少なくて済む。   By adopting such a configuration, it is possible to manufacture a frame for a mechanical device with less resonance due to vibration of the mechanical device at a low cost with a small number of manufacturing processes, and at the same time, the upper part of the frame and the concrete stage include the stage. Since a single-piece structure is formed at the time of forming, it is possible to reduce the number of manufacturing steps if resonance due to vibration of the mechanical device is reliably prevented.

また、前記の目的を達成するため、本発明の請求項2に係る機械装置用架台の製造方法は、前記コンクリート又はモルタルがシリカフュームを混和した水硬性の高強度コンクリート又は高強度モルタルである構成とした。このような構成とすることにより、前記架台の剛性をより一層高くすることができ、機械装置用架台の共振防止性能がより向上する。   Moreover, in order to achieve the said objective, the manufacturing method of the stand for mechanical apparatuses which concerns on Claim 2 of this invention is the structure whose said concrete or mortar is hydraulic high strength concrete or high strength mortar which mixed silica fume, and did. With such a configuration, the rigidity of the gantry can be further increased, and the resonance prevention performance of the gantry for the mechanical device is further improved.

以下、本発明に係る機械装置用架台を図1及び図2に示す一実施形態に基づいて詳細に説明する。図において、Aは本発明に係る機械装置用架台で、架台フレーム1と、該架台フレーム1の上部に設置したコンクリート製のステージ4とから主に構成されている。   DESCRIPTION OF EMBODIMENTS Hereinafter, a mechanical device mount according to the present invention will be described in detail based on an embodiment shown in FIGS. 1 and 2. In the figure, A is a machine frame according to the present invention, and is mainly composed of a frame 1 and a concrete stage 4 placed on the frame 1.

2は前記架台フレーム1を構成する製缶フレームで、角パイプの鋼管からなる縦枠部材2Aと横枠部材2Bとを縦横に組んで形成した直方体状のものであり、この製缶フレーム2の内部中空にコンクリート又はモルタル3を充填した構造とすることで上記架台フレーム1が形成されている。   Reference numeral 2 denotes a can-making frame that constitutes the gantry frame 1, which is a rectangular parallelepiped formed by vertically and horizontally assembling a vertical frame member 2 </ b> A and a horizontal frame member 2 </ b> B made of a square pipe steel pipe. The gantry frame 1 is formed by a structure in which concrete or mortar 3 is filled in the hollow interior.

4は前記架台フレーム1の上部に設置したコンクリート製のステージで、該ステージ4をコンクリート3Aで形成する際前記架台フレーム1の上部に一体成形したものであり、以下に述べる製法により形成される。5は前記縦枠部材2Aの上端面同士を連結している取付金具で、ステージ4上に機械装置(図示せず)を設置する際に使用するためのものであり、所定間隔で貫通孔5a,5aを形成したコンクリート埋込部材5Aを介して装着されている。なお、図中6は前記製缶フレーム2の内部中空にコンクリート又はモルタル3を充填するための充填口である。   Reference numeral 4 denotes a concrete stage installed on the top of the gantry frame 1, which is integrally formed on the top of the gantry frame 1 when the stage 4 is formed of concrete 3A, and is formed by the manufacturing method described below. Reference numeral 5 denotes a mounting bracket for connecting the upper end surfaces of the vertical frame member 2A. The mounting bracket 5 is used when installing a mechanical device (not shown) on the stage 4 and has through holes 5a at predetermined intervals. , 5a is attached via a concrete embedding member 5A. In the figure, reference numeral 6 denotes a filling port for filling the inside hollow of the can making frame 2 with concrete or mortar 3.

つぎに、本発明に係る機械装置用架台Aの製造方法を、図3乃至図5に基づいて以下詳細に説明する。図3に示すものは製缶フレーム2で、角パイプの鋼管からなる縦枠部材2Aと横枠部材2Bとを縦横に組んで形成した製缶フレーム2の完成品であり、前記縦枠部材2Aの上端面には機械装置(図示せず)を設置する際に使用する取付金具5がコンクリート埋込部材5Aを介して装着されている。なお、図中7は脚板である。   Next, a method for manufacturing the machine stand A according to the present invention will be described in detail with reference to FIGS. 3 shows a can-making frame 2, which is a finished product of the can-making frame 2 formed by assembling a vertical frame member 2A made of a square pipe steel pipe and a horizontal frame member 2B vertically and horizontally, and the vertical frame member 2A. A mounting bracket 5 used for installing a mechanical device (not shown) is mounted on the upper end surface of the through the concrete embedded member 5A. In the figure, 7 is a leg plate.

そこで、図3に示す製缶フレーム2を、その天地を逆にして図4に示すように設置し、型枠底板8Aとその上に組み立てた型枠側板8Bとからなる型枠8の中に、前記製缶フレーム2をその上部2C側から挿入し、該製缶フレーム2をボルト(図示せず)等で型枠8に固定する(図5参照)。この時、製缶フレーム2の縦枠部材2Aの上端面にコンクリート埋込部5Aを介して装着した取付金具5の上面側の大部分が、型枠底板8Aに形成した凹溝(図示せず)内に埋没する構成としてある。   Therefore, the can-making frame 2 shown in FIG. 3 is installed as shown in FIG. 4 with its top and bottom reversed, and placed in the mold 8 comprising the mold bottom plate 8A and the mold side plate 8B assembled thereon. The can-making frame 2 is inserted from the upper part 2C side, and the can-making frame 2 is fixed to the mold 8 with a bolt (not shown) or the like (see FIG. 5). At this time, most of the upper surface side of the mounting bracket 5 attached to the upper end surface of the vertical frame member 2A of the can frame 2 via the concrete embedding portion 5A is a concave groove (not shown) formed on the mold bottom plate 8A. ) Is embedded in the structure.

製缶フレーム2を型枠8の中に図5に示す状態にセットした後、製缶フレーム2の内部中空に充填口6からコンクリート又はモルタル3を充填して架台フレーム1を形成するとゝもに、前記型枠側板8Bの側板内に上方開口部からコンクリート3Aを打設する。そして、コンクリート又はモルタル3及びコンクリート3Aが硬化した後に製缶フレーム2を型枠8から外すことで、図1及び図2に示すように、前記架台フレーム1の上部2Cに、該上部2Cと一体構造となったコンクリート製のステージ4が成形され、完成品である機械装置用架台Aが形成される。なお、前記コンクリート埋込部材5Aに貫通孔5aが所定間隔で多数形成されていることで、前記コンクリート製のステージ4が鋼材(コンクリート埋込部材5A)による縁切りがなくなり、共振防止機能が高められる。   After the can-making frame 2 is set in the mold 8 in the state shown in FIG. 5, when the concrete frame or the mortar 3 is filled into the hollow inside of the can-making frame 2 from the filling port 6, the frame 1 is formed. The concrete 3A is placed in the side plate of the mold side plate 8B from the upper opening. Then, after the concrete or mortar 3 and the concrete 3A are hardened, the can-making frame 2 is removed from the mold 8, so that the upper part 2C of the gantry frame 1 is integrated with the upper part 2C as shown in FIGS. The concrete stage 4 having the structure is molded to form a machine stand A that is a finished product. In addition, since a large number of through holes 5a are formed at predetermined intervals in the concrete embedding member 5A, the concrete stage 4 is free from edge cutting by the steel material (concrete embedding member 5A), and the resonance prevention function is enhanced. .

ここで、前記コンクリート又はモルタル3としては、セメント類を結合材とするセメントコンクリート又はセメントモルタルの他、主に無機系の自硬性を有する不均質材料を用いる。好ましくは、前記コンクリート又はモルタルとして高強度コンクリート又は高強度モルタルを使用し、或いは膨張コンクリートや膨張モルタル,無収縮コンクリートや無収縮モルタル,高流動コンクリートや高流動モルタルを使用する。例えば、前記高強度コンクリート又は高強度モルタルとしてはシリカフュームと高性能AE減衰剤を混和したものや、更にこれを振動・加圧等により締固めたものが考えられる。   Here, as the concrete or mortar 3, in addition to cement concrete or cement mortar using cement as a binder, a heterogeneous material mainly having an inorganic self-hardening property is used. Preferably, high-strength concrete or high-strength mortar is used as the concrete or mortar, or expanded concrete or expanded mortar, non-shrinkable concrete or non-shrinkable mortar, high-fluidity concrete or high-fluidity mortar is used. For example, the high-strength concrete or the high-strength mortar may be a mixture of silica fume and a high-performance AE damping agent, or a mixture obtained by compacting the mixture by vibration or pressurization.

また、前記膨張コンクリートや膨張モルタルとしてはエトリンガイトや生石灰の膨張生成力を利用し、無収縮コンクリートや無収縮モルタルとしてはノニオン系の界面活性剤を利用することが考えられる。更に、高流動コンクリートや高流動モルタルとしては高炉スラグ微粉末を添加した粉体系のものや、セルロース系等の増粘剤系の高流動コンクリートを利用することが考えられる。   Further, it is conceivable to use the expansion-generating force of ettringite or quicklime as the expanded concrete or expanded mortar, and to use a nonionic surfactant as the non-shrinkable concrete or non-shrinkable mortar. Further, as high-fluidity concrete and high-fluidity mortar, it is conceivable to use a powder type material to which fine powder of blast furnace slag is added, or a high-fluidity type material such as a cellulose-based thickener.

本発明に係る機械装置用架台の全体斜視図である。1 is an overall perspective view of a machine stand according to the present invention. 図1のIIーII線断面拡大部分図である。FIG. 2 is an enlarged partial sectional view taken along line II-II in FIG. 1. 同機械装置用架台を構成する製缶フレームの斜視図である。It is a perspective view of the can making frame which comprises the mount frame for the same machine apparatus. 製缶フレームを天地逆にした状態の斜視図である。It is a perspective view of the state which turned the can-making frame upside down. 製缶フレームを型枠内に挿入した状態の斜視図である。It is a perspective view in the state where a can-making frame was inserted into a formwork.

A 機械装置用架台
1 架台フレーム
2 製缶フレーム
2A 縦枠部材
2B 横枠部材
2C 架台フレーム1の上部
3・3A コンクリート又はモルタル
4 コンクリート製のステージ
5 取付金具
5A コンクリート埋込部材
5a 貫通孔
6 充填口
7 脚板
8 型枠
8A 型枠底板
8B 型枠側板
DESCRIPTION OF SYMBOLS 1 A frame for machine equipment 1 A frame for a frame 2 A can frame 2A A vertical frame member 2B A horizontal frame member 2C An upper portion of the frame 1 3 / 3A Concrete or mortar 4 Concrete stage 5 Mounting bracket 5A Concrete embedded member 5a Through hole 6 Filling Mouth 7 Leg plate 8 Formwork 8A Formwork bottom plate 8B Formwork side plate

Claims (2)

鋼管からなる縦枠部材と横枠部材を縦横に組んで形成した製缶フレームを、底板型枠と側板型枠からなる型枠内に天地を逆にしてセットし、前記製缶フレームの底部を構成する縦枠部材又は横枠部材のコンクリート充填口からその内部空間にコンクリート又はモルタルを充填して架台フレームを形成するとゝもに、前記型枠内にコンクリートを打設して前記架台フレームの上部と一体構造のコンクリート製のステージを成形することを特徴とする機械装置用架台の製造方法。   A can-making frame formed by assembling a vertical frame member and a horizontal frame member made of steel pipes vertically and horizontally, and set in a mold frame made of a bottom plate mold frame and a side plate mold frame, with the top and bottom reversed, and the bottom of the can frame made When the frame is formed by filling concrete or mortar into the interior space from the concrete filling port of the vertical frame member or horizontal frame member to be formed, the concrete is placed in the mold and the upper part of the frame A method of manufacturing a machine stand, comprising molding a concrete stage having a single structure. 前記コンクリート又はモルタルがシリカフュームを混和した水硬性の高強度コンクリートまたは高強度モルタルであることを特徴とする請求項1記載の機械装置用架台の製造方法。   The method of manufacturing a machine stand according to claim 1, wherein the concrete or mortar is hydraulic high-strength concrete or high-strength mortar mixed with silica fume.
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CN104690560A (en) * 2015-01-30 2015-06-10 洛阳利维科技有限公司 High-rigidity and high-strength foundation bearing machine tool body and manufacturing method thereof

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JP3097573U (en) * 2003-05-01 2004-01-29 前田製管株式会社 Mount for machinery

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CN104690560A (en) * 2015-01-30 2015-06-10 洛阳利维科技有限公司 High-rigidity and high-strength foundation bearing machine tool body and manufacturing method thereof

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