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JPS6218301B2 - - Google Patents
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JPS6218301B2 - - Google Patents

Info

Publication number
JPS6218301B2
JPS6218301B2 JP23406082A JP23406082A JPS6218301B2 JP S6218301 B2 JPS6218301 B2 JP S6218301B2 JP 23406082 A JP23406082 A JP 23406082A JP 23406082 A JP23406082 A JP 23406082A JP S6218301 B2 JPS6218301 B2 JP S6218301B2
Authority
JP
Japan
Prior art keywords
block
resin concrete
guideway
columns
bed
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
JP23406082A
Other languages
Japanese (ja)
Other versions
JPS59124533A (en
Inventor
Toshiaki Watanabe
Masaru Tanaka
Isao Takesawa
Fujio Hayashi
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.)
Okuma Corp
Original Assignee
Okuma Tekkosho KK
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 Okuma Tekkosho KK filed Critical Okuma Tekkosho KK
Priority to JP23406082A priority Critical patent/JPS59124533A/en
Publication of JPS59124533A publication Critical patent/JPS59124533A/en
Publication of JPS6218301B2 publication Critical patent/JPS6218301B2/ja
Granted legal-status Critical Current

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B23MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
    • B23QDETAILS, COMPONENTS, OR ACCESSORIES FOR MACHINE TOOLS, e.g. ARRANGEMENTS FOR COPYING OR CONTROLLING; MACHINE TOOLS IN GENERAL CHARACTERISED BY THE CONSTRUCTION OF PARTICULAR DETAILS OR COMPONENTS; COMBINATIONS OR ASSOCIATIONS OF METAL-WORKING MACHINES, NOT DIRECTED TO A PARTICULAR RESULT
    • B23Q3/00Devices holding, supporting, or positioning work or tools, of a kind normally removable from the machine
    • B23Q3/02Devices holding, supporting, or positioning work or tools, of a kind normally removable from the machine for mounting on a work-table, tool-slide, or analogous part
    • B23Q3/06Work-clamping means
    • B23Q3/08Work-clamping means other than mechanically-actuated
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B23MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
    • B23QDETAILS, COMPONENTS, OR ACCESSORIES FOR MACHINE TOOLS, e.g. ARRANGEMENTS FOR COPYING OR CONTROLLING; MACHINE TOOLS IN GENERAL CHARACTERISED BY THE CONSTRUCTION OF PARTICULAR DETAILS OR COMPONENTS; COMBINATIONS OR ASSOCIATIONS OF METAL-WORKING MACHINES, NOT DIRECTED TO A PARTICULAR RESULT
    • B23Q1/00Members which are comprised in the general build-up of a form of machine, particularly relatively large fixed members
    • B23Q1/0063Connecting non-slidable parts of machine tools to each other
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B23MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
    • B23QDETAILS, COMPONENTS, OR ACCESSORIES FOR MACHINE TOOLS, e.g. ARRANGEMENTS FOR COPYING OR CONTROLLING; MACHINE TOOLS IN GENERAL CHARACTERISED BY THE CONSTRUCTION OF PARTICULAR DETAILS OR COMPONENTS; COMBINATIONS OR ASSOCIATIONS OF METAL-WORKING MACHINES, NOT DIRECTED TO A PARTICULAR RESULT
    • B23Q1/00Members which are comprised in the general build-up of a form of machine, particularly relatively large fixed members
    • B23Q1/25Movable or adjustable work or tool supports
    • B23Q1/26Movable or adjustable work or tool supports characterised by constructional features relating to the co-operation of relatively movable members; Means for preventing relative movement of such members

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Machine Tool Units (AREA)

Description

【発明の詳細な説明】 技術分野 本発明は機械類特に工作機械における精度を要
するガイドウエイ部分を有するベツド、コラム等
をコンクリートで構成した構造体に関する。
DETAILED DESCRIPTION OF THE INVENTION TECHNICAL FIELD The present invention relates to a structure in which a bed, column, etc., having a guideway portion requiring precision in machinery, particularly machine tools, are made of concrete.

従来技術 近年構造体の主要材料であつた鋳鉄から重量、
剛性上の利点を生かす鋼板材が利用されて来たが
これ等鉄材は減衰性が良くなく熱伝導率が大きい
ための種々の欠点から、これ等を改善すべくコン
クリート構造が実用化されつゝある。しかしなが
ら工作機械等の構造体には精度を要するガイドウ
エイ部分が必要で、ガイドウエイをコンクリート
構造体に直接張りつける方法が一般であつて、そ
の精度出しに非常な工数を費しコスト高となつて
いた。そのためガイドウエイを直接コンクリート
内に鋳込む方法も行なわれているが、コンクリー
ト材が作業性、生産性の良いポリエステル系のレ
ジンコンクリートでは硬化収縮率が線収縮で0.5
%程度であり金具或いはその他の埋込物があると
収縮が拘束されて収縮時にクラツクが入り易く、
また形状及び同一部品内でも部位により収縮の発
現程度が異なり精度的に不安定であつた。一方エ
ポキシ系のレジンコンクリートでは硬化収縮率は
ポリエステル系の1/10以下で非常に小さいので収
縮による問題はなく精度的に安定しているけれど
も、作業性、経済性並びに環境の面で前者よりも
劣るという欠点がある。
Prior art In recent years, cast iron, which has been the main material for structures, has reduced weight and weight.
Steel plate materials have been used to take advantage of their rigidity, but these iron materials have various drawbacks such as poor damping properties and high thermal conductivity, so concrete structures are being put into practical use to improve these problems. be. However, structures such as machine tools require a guideway part that requires precision, and the common method is to attach the guideway directly to the concrete structure, which requires a large amount of man-hours to achieve precision and is expensive. Ta. For this reason, a method of directly casting the guideway into concrete is also used, but with polyester resin concrete, which has good workability and productivity, the curing shrinkage rate is 0.5 in terms of linear shrinkage.
%, and if there are metal fittings or other embedded objects, shrinkage will be restricted and cracks will easily occur during shrinkage.
In addition, the degree of contraction differed depending on the shape and location even within the same part, and the accuracy was unstable. On the other hand, epoxy-based resin concrete has a very small curing shrinkage rate of less than 1/10 of polyester-based resin concrete, so there is no problem with shrinkage and the accuracy is stable, but it is less effective than the former in terms of workability, economy, and environment. It has the disadvantage of being inferior.

目 的 従つて本発明は減衰性熱伝達率において条件的
に優れているレジンコンクリートの特性を最大限
に生かすべく異種材質のレジンコンクリートの結
合によつて精度的に安定でコストの安いレジンコ
ンクリート構造体を提供しようとするものであ
る。
Purpose Therefore, the present invention aims to create a resin concrete structure that is accurately stable and inexpensive by combining resin concrete of different materials in order to make the most of the characteristics of resin concrete, which is excellent in terms of damping heat transfer coefficient. It is an attempt to provide the body.

解決手段 この第1の発明は精度を要するガイドウエイ及
びその支持構造物を精度的に安定しているエポキ
シ系のレジンコンクリートで成形固化して作成し
たAブロツクと他の基台部分を生産性、作業性の
良いポリエステル系のレジンコンクリートで成形
固化して作つたBブロツクの両ブロツクを接合一
体化したものである。
Solution The first invention improves the productivity and productivity of the A block and other base parts, which are made by molding and solidifying the guideway and its support structure, which require precision, with epoxy resin concrete, which is stable in precision. It is made by joining and integrating both blocks of B block, which is made by molding and solidifying polyester resin concrete with good workability.

第2の発明はガイドウエイの芯出し調整部材を
両ブロツク間に設けて芯出し調整後に両ブロツク
を接合一体化したものである。
In the second invention, a guideway centering adjustment member is provided between both blocks, and after centering adjustment, both blocks are joined and integrated.

実施例 以下本発明の実施例を図面にもとづき説明す
る。例示した立型マシニングセンタのコラムにお
いて、精度を要する部分とそうでない他の部分に
分割して構成する。鋼板3が格子状に組まれて治
具上にて歪のないように正確に溶接され枠体4が
構成されている。この枠体4の一方側に所定間隔
を有して取付板5,6が平行に溶着され、この取
付板5,6にはそれぞれ上面にいんろうが平行に
形成され必要により焼入れが行われている。この
いんろうに鋼製のガイドウエイ1,2がいんろう
部1c,2cにて嵌合して長手方向に複数本のボ
ルト7,8により強く締着される。そしてガイド
ウエイ1,2は相手部材と接触する摺動面1a,
1b;2a,2bが必要により高周波焼入等で硬
化され研削仕上げされている。さらに枠体4の取
付板5,6の反対側にはジヤツキボルト用の雌ね
じを刻設した棒片9,10,11,12がその端
面が同一平面となるように溶着されている。
Embodiments Hereinafter, embodiments of the present invention will be described based on the drawings. The column of the illustrated vertical machining center is divided into parts that require precision and other parts that do not. A frame body 4 is constructed by assembling steel plates 3 in a lattice shape and accurately welding them on a jig so that there is no distortion. Mounting plates 5 and 6 are welded parallel to each other at a predetermined interval on one side of the frame body 4, and ingots are formed in parallel on the upper surface of each of the mounting plates 5 and 6, and hardening is performed if necessary. There is. Steel guideways 1 and 2 are fitted into the studs at the stud portions 1c and 2c, and are strongly fastened in the longitudinal direction by a plurality of bolts 7 and 8. The guideways 1 and 2 have a sliding surface 1a that comes into contact with the mating member,
1b; 2a and 2b are hardened by induction hardening and finished by grinding if necessary. Furthermore, rod pieces 9, 10, 11, and 12 having internal threads for jack bolts are welded to the opposite side of the frame body 4 from the mounting plates 5 and 6 so that their end surfaces are flush with each other.

このようにして構成された枠体4はガイドウエ
イ1,2を下面として治具の上に載置し側面四周
を形板で囲む。更にあとで接着用コンクリートの
流し込み用の穴20となすために長手方向適数個
所にテーパの木の棒を抜き勝手に立てる。次いで
調合したエポキシ系のレジンコンクリート材をジ
ヤツキボルト用の棒片9,10,11,12の端
面迄流し込み、固化成形して精度を要するAブロ
ツクを作る。
The frame body 4 constructed in this manner is placed on a jig with the guideways 1 and 2 facing downward, and the four sides of the frame body 4 are surrounded by shape plates. Furthermore, in order to form holes 20 for pouring adhesive concrete later, tapered wooden rods are pulled out and erected at appropriate locations in the longitudinal direction. Next, the prepared epoxy resin concrete material is poured up to the end faces of the jack bolt rod pieces 9, 10, 11, and 12, and solidified and formed to form the A block that requires precision.

一方精度を要しないBブロツクを製作するには
定盤上に治具を立設してAブロツクの棒片9,1
0,11,12と対応する位置関係となるように
ジヤツキボルト13,14,15,16を水平に
固定する。次いで四周をBブロツクの形状をなし
た形枠で筒状に囲み、前記立設治具に面した形枠
には棒片9,10,11,12の入る凹所を設
け、さらにこの凹所にジヤツキボルト13,1
4,15,16の入る穴をあける。またBブロツ
クの中心にコラムの芯部分となる空洞21を設け
るための芯枠を定盤上に直立させ、芯枠の内側に
ジヤツキボルト13,14,15,16の頭を締
付けできるように突出させる。ジヤツキボルト1
3,14,15,16の構成は棒片9,10,1
1,12の雌ねじに螺合するボルト17の貫通穴
を芯枠側とし、Aブロツク側をボルト17の貫通
穴を有し太短いジヤツキ用ボルト18の螺合する
雌ねじを刻設した鍔付部材19をBブロツクに埋
め込みボルト18が棒片9との間に介装されてお
り、締付用のボルト17でA、Bブロツクが結合
される。この形枠にポリエステル系のレジンコン
クリート材を調合して流し込み固化成形してBブ
ロツクをつくる。Aブロツク、Bブロツクが充分
に乾燥固化したあとAブロツクのガイドウエイ
1,2の機械仕上を要する場合は平面研削盤等で
加工後接合面を上としたBブロツク上にガイドウ
エイ1,2を上側としたAブロツクを載置し、鍔
付部材19に螺合した4本のジヤツキ用ボルト1
8を調整してガイドウエイ1,2の芯出しを行な
い締付用のボルト17を鍔付部材19に挿通して
棒片9,10,11,12の雌ねじに螺合して固
定する。そしてAブロツクとBブロツクの隙間2
2を接着させるため調合したエポキシ系レジンコ
ンクリート材を隙間23及び穴20より全隙間2
2にくまなく行き渡るように注入してAブロツ
ク、Bブロツクを接合させる。接着材がエポキシ
系であるため収縮が少く芯出し調整をくるわすこ
とはない。
On the other hand, in order to manufacture a B block that does not require precision, a jig is set up on a surface plate and the rod pieces 9 and 1 of the A block are manufactured.
The jack bolts 13, 14, 15, and 16 are fixed horizontally so as to have a positional relationship corresponding to 0, 11, and 12. Next, the four circumferences are cylindrically surrounded by a B-block shaped frame, and the frame facing the erection jig is provided with recesses into which the rod pieces 9, 10, 11, and 12 are inserted, and furthermore, the recesses are Jyatsuki bolt 13,1
Drill holes for numbers 4, 15, and 16. In addition, a core frame for providing a cavity 21 that will become the core of the column in the center of the B block is placed upright on a surface plate, and the heads of jack bolts 13, 14, 15, and 16 are protruded from the inside of the core frame so that they can be tightened. . jack bolt 1
3, 14, 15, 16 are composed of rod pieces 9, 10, 1
A flange member in which the through hole for the bolt 17 that is screwed into the female threads 1 and 12 is on the core frame side, and the through hole for the bolt 17 is on the A block side, and a female thread that is screwed into the thick and short jacking bolt 18 is engraved. 19 is embedded in the B block, and a bolt 18 is interposed between it and the bar piece 9, and the A and B blocks are connected with a tightening bolt 17. A polyester resin concrete material is mixed and poured into this form and solidified to form the B block. If A block and B block are sufficiently dried and solidified, if guideways 1 and 2 of A block require mechanical finishing, use a surface grinder, etc. to machine them, then place guideways 1 and 2 on B block with the joint surface facing up. Place the A block on the upper side and screw the four jack bolts 1 into the flange member 19.
8 to center the guideways 1 and 2, and a tightening bolt 17 is inserted through the flange member 19 and screwed into the female threads of the rod pieces 9, 10, 11, and 12 to fix it. And gap 2 between A block and B block
Apply epoxy resin concrete material prepared to bond 2 to the entire gap 2 from gap 23 and hole 20.
Inject it all over 2 to join A block and B block. Since the adhesive is epoxy, there is little shrinkage and there is no need to adjust the centering.

効 果 以上詳述したように本発明はベツド、コラム等
の精度を要する部分は収縮率の小さいエポキシ系
のレジンコンクリート材を用い他の部分をポリエ
ステル系のレジンコンクリート材を用いて接着し
て一体構成となしたのでコンクリート材が補強材
を内蔵して固化してもクラツクが入らず全部をエ
ポキシ系で構成した場合と遜色のない安定した精
度をうることができ、分割構成のためそれぞれの
コンクリートの特性が生かされ精度、作業性、生
産性を向上させ、且経済的で原価低減することが
できる。またコンクリートの高減衰性を阻害する
ことなく軽量化が実現できるものである。更に2
ブロツク構成の間にジヤツキボルトを介在させて
芯出し調整可能となしたので芯出しが極めて容易
で芯出し工数が大巾に少なくすることができ、更
にまたガイドウエイ部分を加工するにしても大き
なベツド、コラムも分割されているため加工部分
のブロツクは小形になり従来のような大型の加工
機を必要としない特徴を有する。
Effects As detailed above, the present invention uses an epoxy resin concrete material with a low shrinkage rate for parts that require precision such as beds and columns, and glues other parts using a polyester resin concrete material to integrate them. Because the concrete material has a built-in reinforcing material and solidifies, it does not crack, and it is possible to obtain stable accuracy comparable to that when the entire concrete is made of epoxy. By taking advantage of these characteristics, it is possible to improve accuracy, workability, and productivity, and also to be economical and reduce costs. Furthermore, weight reduction can be achieved without impairing the high damping properties of concrete. 2 more
Since the centering can be adjusted by inserting a jack bolt between the block configurations, centering is extremely easy and the number of man-hours required for centering can be greatly reduced.Furthermore, even when machining the guideway part, it is possible to adjust the centering. Since the column is also divided, the block to be machined can be made small, and it has the feature that it does not require a large-scale processing machine like the conventional one.

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

第1図は実施例のコラムの正面図、第2図は第
1図の−線断面図、第3図はジヤツキボルト
の拡大説明図である。 1,2……ガイドウエイ、3……補強鋼材、4
……補強枠、9,10,11,12……棒片、1
3,14,15,16……ジヤツキボルト。
FIG. 1 is a front view of the column of the embodiment, FIG. 2 is a sectional view taken along the line -- in FIG. 1, and FIG. 3 is an enlarged explanatory view of the jack bolt. 1, 2...Guideway, 3...Reinforcement steel material, 4
... Reinforcement frame, 9, 10, 11, 12 ... Rod piece, 1
3, 14, 15, 16...Jatsuki bolt.

Claims (1)

【特許請求の範囲】 1 機械のベツド、コラム類中の精度を要するガ
イドウエイ及びそれに付随する支持補強材の部分
をエポキシ系レジンコンクリート材で成形固化し
たAブロツクと、前記ベツド、コラム類中のその
他の部分をポリエステル系レジンコンクリート材
で成形固化したBブロツクとを接着材で接合一体
化してベツド、コラム類を構成したことを特徴と
するレジンコンクリート構造体。 2 機械のベツド、コラム類中の精度を要するガ
イドウエイ及びそれに付随する支持補強材の部分
をエポキシ系のレジンコンクリート材で成形固化
したAブロツクと、前記ベツド、コラム類中のそ
の他の部分をポリエステル系レジンコンクリート
材で成形固化したBブロツクと、前記Aブロツク
と該Bブロツクとの間に設けた前記ガイドウエイ
の芯出し用調整部材とよりなり、前記ガイドウエ
イの芯出し調整後前記Aブロツクと前記Bブロツ
クとを接着して接合一体化してベツド、コラム類
を構成したことを特徴とするレジンコンクリート
構造体。
[Scope of Claims] 1. An A block in which a guideway that requires precision and its accompanying support reinforcing material in the bed and columns of a machine is molded and solidified with epoxy resin concrete material, and A resin concrete structure characterized in that a bed and columns are constructed by integrally bonding the other parts with a B block formed and solidified with polyester resin concrete material using an adhesive. 2. Block A is made of epoxy resin concrete that is molded and solidified for the guideway that requires precision in the bed and columns of the machine, as well as the supporting and reinforcing material that accompanies it, and the other parts of the bed and columns are made of polyester. It consists of a B block molded and solidified with resin concrete material, and an adjustment member for centering the guideway provided between the A block and the B block, and after adjusting the centering of the guideway, the A block A resin concrete structure characterized in that a bed, columns, etc. are constructed by bonding and integrating the above-mentioned B block.
JP23406082A 1982-12-29 1982-12-29 Resin concrete structure Granted JPS59124533A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23406082A JPS59124533A (en) 1982-12-29 1982-12-29 Resin concrete structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23406082A JPS59124533A (en) 1982-12-29 1982-12-29 Resin concrete structure

Publications (2)

Publication Number Publication Date
JPS59124533A JPS59124533A (en) 1984-07-18
JPS6218301B2 true JPS6218301B2 (en) 1987-04-22

Family

ID=16964953

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23406082A Granted JPS59124533A (en) 1982-12-29 1982-12-29 Resin concrete structure

Country Status (1)

Country Link
JP (1) JPS59124533A (en)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0628824B2 (en) * 1985-01-25 1994-04-20 工業技術院長 Column and base bonding method
JPS6284943A (en) * 1985-10-09 1987-04-18 Fujita Corp Concrete structures for machine tools
JPH0715499U (en) * 1993-08-24 1995-03-14 株式会社新来島どっく Marine main engine side stopper
JP3627248B2 (en) * 1993-09-17 2005-03-09 アイシン精機株式会社 Machine Tools
US7214007B2 (en) * 2003-02-03 2007-05-08 Husqvarna Outdoor Products Inc. Composite track, column and other supports, including for machinery
US7487576B2 (en) 2003-02-03 2009-02-10 Husqvarna Outdoor Products Inc. Composite track, column and other supports, including for machinery
JP4614113B2 (en) * 2004-10-29 2011-01-19 株式会社ニイガタマシンテクノ Machine tool pallet and manufacturing method thereof

Also Published As

Publication number Publication date
JPS59124533A (en) 1984-07-18

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