JPH0369723A - Method of installing machine - Google Patents
Method of installing machineInfo
- Publication number
- JPH0369723A JPH0369723A JP20653489A JP20653489A JPH0369723A JP H0369723 A JPH0369723 A JP H0369723A JP 20653489 A JP20653489 A JP 20653489A JP 20653489 A JP20653489 A JP 20653489A JP H0369723 A JPH0369723 A JP H0369723A
- Authority
- JP
- Japan
- Prior art keywords
- machine
- resin
- grout
- concrete
- thickness
- 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.)
- Granted
Links
- 238000000034 method Methods 0.000 title claims abstract description 24
- 239000004567 concrete Substances 0.000 claims abstract description 30
- 239000011347 resin Substances 0.000 claims abstract description 29
- 229920005989 resin Polymers 0.000 claims abstract description 29
- 239000011443 resin grout Substances 0.000 claims abstract description 12
- 238000009434 installation Methods 0.000 claims description 19
- 239000011440 grout Substances 0.000 abstract description 32
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 abstract description 10
- 239000000853 adhesive Substances 0.000 abstract description 5
- 230000001070 adhesive effect Effects 0.000 abstract description 5
- 229920001187 thermosetting polymer Polymers 0.000 abstract description 2
- 239000006004 Quartz sand Substances 0.000 abstract 1
- 239000000463 material Substances 0.000 description 10
- 239000004568 cement Substances 0.000 description 8
- 229910000831 Steel Inorganic materials 0.000 description 7
- 239000010959 steel Substances 0.000 description 7
- 238000010276 construction Methods 0.000 description 5
- 238000009415 formwork Methods 0.000 description 5
- 239000003921 oil Substances 0.000 description 5
- 230000008901 benefit Effects 0.000 description 4
- 230000000052 comparative effect Effects 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 239000000203 mixture Substances 0.000 description 4
- GYZLOYUZLJXAJU-UHFFFAOYSA-N diglycidyl ether Chemical compound C1OC1COCC1CO1 GYZLOYUZLJXAJU-UHFFFAOYSA-N 0.000 description 3
- 239000004570 mortar (masonry) Substances 0.000 description 3
- 230000000704 physical effect Effects 0.000 description 3
- 239000004576 sand Substances 0.000 description 3
- 239000000377 silicon dioxide Substances 0.000 description 3
- 239000004593 Epoxy Substances 0.000 description 2
- LYCAIKOWRPUZTN-UHFFFAOYSA-N Ethylene glycol Chemical compound OCCO LYCAIKOWRPUZTN-UHFFFAOYSA-N 0.000 description 2
- YLQBMQCUIZJEEH-UHFFFAOYSA-N Furan Chemical compound C=1C=COC=1 YLQBMQCUIZJEEH-UHFFFAOYSA-N 0.000 description 2
- -1 aliphatic amines Chemical class 0.000 description 2
- 238000005452 bending Methods 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 2
- 238000005520 cutting process Methods 0.000 description 2
- 239000000428 dust Substances 0.000 description 2
- 239000000945 filler Substances 0.000 description 2
- 230000007774 longterm Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000000565 sealant Substances 0.000 description 2
- 150000003512 tertiary amines Chemical class 0.000 description 2
- YSUQLAYJZDEMOT-UHFFFAOYSA-N 2-(butoxymethyl)oxirane Chemical compound CCCCOCC1CO1 YSUQLAYJZDEMOT-UHFFFAOYSA-N 0.000 description 1
- LCFVJGUPQDGYKZ-UHFFFAOYSA-N Bisphenol A diglycidyl ether Chemical compound C=1C=C(OCC2OC2)C=CC=1C(C)(C)C(C=C1)=CC=C1OCC1CO1 LCFVJGUPQDGYKZ-UHFFFAOYSA-N 0.000 description 1
- JOYRKODLDBILNP-UHFFFAOYSA-N Ethyl urethane Chemical compound CCOC(N)=O JOYRKODLDBILNP-UHFFFAOYSA-N 0.000 description 1
- 241000221535 Pucciniales Species 0.000 description 1
- 239000006087 Silane Coupling Agent Substances 0.000 description 1
- NIXOWILDQLNWCW-UHFFFAOYSA-N acrylic acid group Chemical group C(C=C)(=O)O NIXOWILDQLNWCW-UHFFFAOYSA-N 0.000 description 1
- 125000002723 alicyclic group Chemical group 0.000 description 1
- 150000004982 aromatic amines Chemical class 0.000 description 1
- XUCHXOAWJMEFLF-UHFFFAOYSA-N bisphenol F diglycidyl ether Chemical compound C1OC1COC(C=C1)=CC=C1CC(C=C1)=CC=C1OCC1CO1 XUCHXOAWJMEFLF-UHFFFAOYSA-N 0.000 description 1
- 239000003054 catalyst Substances 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 238000013329 compounding Methods 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 238000005242 forging Methods 0.000 description 1
- LNEPOXFFQSENCJ-UHFFFAOYSA-N haloperidol Chemical compound C1CC(O)(C=2C=CC(Cl)=CC=2)CCN1CCCC(=O)C1=CC=C(F)C=C1 LNEPOXFFQSENCJ-UHFFFAOYSA-N 0.000 description 1
- WGCNASOHLSPBMP-UHFFFAOYSA-N hydroxyacetaldehyde Natural products OCC=O WGCNASOHLSPBMP-UHFFFAOYSA-N 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 239000010687 lubricating oil Substances 0.000 description 1
- 238000003754 machining Methods 0.000 description 1
- 239000002075 main ingredient Substances 0.000 description 1
- 238000006386 neutralization reaction Methods 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
- 239000000049 pigment Substances 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- 229920000728 polyester Polymers 0.000 description 1
- 229920000151 polyglycol Polymers 0.000 description 1
- 239000010695 polyglycol Substances 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 238000004513 sizing Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Foundations (AREA)
- Machine Tool Units (AREA)
Abstract
Description
【発明の詳細な説明】
イ)産業上の利用分野
本発明は機械の据え付け工法に関するものである。更に
詳しくは、従来の機械の据え付け工法とは全く異なった
発想に基づき迅速、かつ効果的に。DETAILED DESCRIPTION OF THE INVENTION A) Field of Industrial Application The present invention relates to a method for installing machines. More specifically, we can quickly and effectively install machines based on an idea completely different from conventional machine installation methods.
機械を据え付けることを目的としており、その応用範囲
は多岐にわたっていることを特徴とする。Its purpose is to install machinery, and its range of applications is wide-ranging.
口)従来の技術 従来2機械を据え付ける場合。Mouth) Conventional technology When installing two conventional machines.
■ 単に機械を床に置く。■ Simply place the machine on the floor.
■ 予め床にアンカーボルトを埋設し1機械を設置する
際2機械をアンカーボルトで固定する。■ Anchor bolts are buried in the floor in advance, and when one machine is installed, two machines are fixed with anchor bolts.
■ 床よりも高くコンクリート基礎を設け、コンクリー
ト基礎に埋設したアンカーボルトで機械を固定する。■ Establish a concrete foundation higher than the floor and secure the machine with anchor bolts buried in the concrete foundation.
の三方法が一般的である。The following three methods are common.
但し、■のように単に直接床に置くような機械は振動を
伴わないものか、長期間使用しても狂いを生じないもの
か、短期間の使用に耐えれればよいような安価にものか
の何れかである。従って。However, if a machine like ■, which is simply placed directly on the floor, does not cause vibration, does not become distorted even after long-term use, or is it cheap enough to withstand short-term use? Either. Therefore.
■のような簡単な据え付け工法の機械は本発明の対象外
となる。Machines with simple installation methods such as (2) are not covered by the present invention.
多くの機械は水平面に設置する必要がある上。Many machines need to be installed on a horizontal surface.
予め埋設されたアンカーボルトでしつかり固定すること
が据え付けの第一条件である。更に従来はもとより現在
でも九お、床、あるいはコンクリ1ト基礎の表面を前記
ガ−ように精度高く水平に保つのは技術的に極めて困難
であるため2機械を水平に保つのには次のような操作が
必要である。The first condition for installation is to securely fix it using the anchor bolts that have been buried in advance. Furthermore, it is technically extremely difficult not only in the past, but even now, to keep the surface of a floor or concrete foundation level with such precision as mentioned above. Such operations are necessary.
a、流動を起こさないような硬練りのセメントモルタル
、あるいは樹脂モルタルの上に鋼製台板を乗せ9合板表
面を金槌などで高さを調整した上に機械を設置し9機械
と鋼製台板の間にテーパーライナーと称する片肉の鋼製
スペーサーを打ち込み機械を水平に保つ。a. Place a steel base plate on hard cement mortar or resin mortar that does not cause flow, adjust the height of the plywood surface with a hammer, etc., then set up the machine and place the machine on the steel base. A single-walled steel spacer called a taper liner is driven between the plates to keep the machine horizontal.
b00機械体に設置された押しボルトを用いて水平を出
すか、あるいは押しボルトを備えた鋼製台板で水平を出
した後、その上に機械を据え付ける。b00 Level the machine using the push bolts installed on the machine body, or level it with a steel base plate equipped with push bolts, and then install the machine on it.
の二通りがある。There are two ways.
しかる後、硬練りのモルタル(以下パッドと称する)、
テーパーライナー あるいは押しボルトによって生じた
間隙にグラウトと称する詰め物を充填するのが一般的で
ある。After that, hard kneaded mortar (hereinafter referred to as pad),
The gap created by the tapered liner or push bolt is generally filled with a filler called grout.
具体的な機械の従来の据え付け工法は、下記のような方
法、順序によって行われる。The conventional installation method for concrete machines is carried out in the following manner and order.
1)基礎コンクリート硬化養生
2)基礎コンクリート表面の脆弱な部分の除去3)パッ
ド作成
4)パッド硬化養生
5)機械装置設置
6)機械装置水平板調整(a、テーパーライナー b。1) Hardening and curing of foundation concrete 2) Removal of weak parts on the surface of foundation concrete 3) Making pads 4) Hardening and curing of pads 5) Installation of mechanical equipment 6) Adjustment of horizontal plate of mechanical equipment (a, taper liner b.
あるいは押しボルト方式)
(7)アンカーボルトの孔にグラウトを充填(以下アン
カーボルトの孔に充填されたグラウトをアンカーグラウ
トと称する)
(8)アンカーグラウト硬化養生
(9)機械水平本調整
α■型枠シール
αυグラウト充填
02)グラウト硬化養生
0濁アンカーボルト増締め
以上のような極めて煩雑紅工程、順序を経て機械は据え
付けられるが、ここで2機械が据え付けられる面が予め
水平であった場合には、パッドの作成及びその硬化養生
、更には水平板調整9本調整が一工程で済むために大幅
な工程短縮が可能である。同時に最近の傾向として9機
械の水平調整に熟練した作業員が年を追って少なくなっ
てきていることも大きな問題になっているが2本発明方
法を採用する限り、こうした問題も解決可能である。(or push bolt method) (7) Filling the hole of the anchor bolt with grout (hereinafter, the grout filled in the hole of the anchor bolt is referred to as anchor grout) (8) Hardening and curing of the anchor grout (9) Machine horizontal adjustment α ■ type Frame seal αυ grout filling 02) Grout curing 0 turbidity The machine is installed after a very complicated process and sequence such as retightening the anchor bolt, but here, if the surface on which the machine is installed is horizontal in advance The process can be significantly shortened because the preparation of the pad, its curing, and the adjustment of nine horizontal plates are completed in one process. At the same time, a recent trend is that the number of workers skilled in leveling machines is decreasing year by year, which has become a major problem, but as long as the two methods of the present invention are adopted, these problems can be solved.
そして、従来の方法ではテーパーライナーであれ、押し
ボルトであれ、予めこれらを受けるパッドが必要に々る
。パッドは硬練りのセメント、あるいは樹脂モルタルで
成形し硬化させなげればならないという煩雑さを伴う上
、水平調整後、グラウトを流し込んだ上、その硬化養生
を待たたければならないという大きな欠点があった。In the conventional method, a pad is required to receive these in advance, whether it is a tapered liner or a push bolt. Pads are complicated by having to be molded with hard-mixed cement or resin mortar and allowed to harden, and they also have the major drawback of having to pour grout after leveling and wait for it to harden. .
ハ)発明が解決しようとする問題点
以上に述べたように、床、あるいはコンクIJ −ト基
礎の表面は、コンクリートが持つ本来の欠点である硬化
収縮から2表面を平滑に保つことはもちろんであると同
時に、コンクリート基礎を寸法もなお困難である。C) Problems to be Solved by the Invention As mentioned above, it is difficult to keep the surface of a floor or concrete IJ-foundation smooth due to curing shrinkage, which is an inherent drawback of concrete. At the same time, sizing concrete foundations is still difficult.
一方9機械の加工精度はコンクリートのそれとでは比較
にならないほど高精度である。従って。On the other hand, the machining accuracy of the nine machines is so high that it cannot be compared to that of concrete. Therefore.
コンクリート基礎に機械を直接据え付けると必ず隙間を
生じる。このことから、据え付けの際9機機を持ち上げ
た状態で水平を出した後、その間隙にグラウトと称する
充填物が流し込まれるようになった。このように従来の
工法では、パッドの作成及びその硬化養生、更には機械
装置水平板整を行った上、グラウトの流し込みとその硬
化養生を待たなければならず1機械搬入から稼働まで多
くの時間を要した。If a machine is installed directly on a concrete foundation, there will always be a gap. For this reason, after the nine aircraft were lifted up and leveled during installation, a filler called grout was poured into the gaps. In this way, with conventional construction methods, it is necessary to create a pad, cure it, and then align the horizontal plate of the machinery, and then wait for the grout to be poured and cure it, which takes a lot of time from the time one machine is brought in to its operation. It cost.
これが機械搬入まで、予め基礎コンクリート上に精度高
く水平かつ強靭な成形物があれば2機械搬入と同時に据
え付けが可能という極めて大きな利点が得られるのであ
る。例えば、大きな石油コンビナート、あるいは発電所
などで発電機、エンジン、コンブレノサー等人間でいえ
ば心臓にも等しい機械を新設、交換、修理する場合、は
んの−とになる。従来の工法では、パッドの作成と硬化
に時間を要したばかりではなく2機械搬入後でなければ
水平調整、あるいはグラウト打設ができないという大き
な欠点があったのである。This has the huge advantage of being able to bring in two machines and install them at the same time if a highly accurate, horizontal and strong molded product is prepared on the foundation concrete before the machines are brought in. For example, when constructing, replacing, or repairing machines such as generators, engines, and combustors at large oil complexes or power plants, which are equivalent to the heart of a human being, this becomes a hanno-. The conventional construction method not only took time to create and harden the pad, but also had the major drawback that leveling and grouting could only be done after two machines had been brought in.
二)問題を解決するための手段
本発明は前記のよつfx従来の工法の欠点を解決するた
めに発明されたものであって1本発明に使用する樹脂は
、常温で液体であり、硬化剤を用いることで強靭な材料
になるエポキシ、アクリル。2) Means for solving the problem The present invention was invented to solve the above-mentioned drawbacks of the conventional fx construction method. 1. The resin used in the present invention is liquid at room temperature and hardens. Epoxy and acrylic can be made into strong materials by using agents.
ポリエステル、ウレタン、フラン等の熱硬化性樹脂を指
し、骨材入りの樹脂グラウト(以下1段グラウトと称す
る)の場合、あるいは間隙の大きな箇所に充填する場合
には珪砂等を主成分とする骨材を混入させる。これらの
樹脂はセメント系の材料に比較して極めて機械的強度が
高いほか、硬化が速いことが本発明に使用される不可欠
な理由である。骨材は、樹脂の硬化収縮を抑えるほか、
材料の弾性率を上げると同時にクリープを抑える働きが
ある。しかし、骨材が多い配合系では流動性が劣るため
、狭い間隙に流し込む場合、適当ではない。更に、樹脂
自体も常温で低粘度でないと樹脂を狭い間隙に流す場合
2表面に流し水平面を得る場合、あるいは骨材を混入す
る際、流動性が著しく劣るためには適当ではなく、1段
グラウトのみに使用が可能である。This refers to thermosetting resins such as polyester, urethane, and furan, and in the case of resin grout containing aggregate (hereinafter referred to as 1-stage grout), or when filling large gaps, it refers to aggregate-containing resin grout whose main component is silica sand, etc. Mix the materials. These resins have extremely high mechanical strength compared to cement-based materials and also cure quickly, which are essential reasons for their use in the present invention. Aggregate suppresses curing shrinkage of resin, and
It works to increase the elastic modulus of the material and at the same time suppress creep. However, blended systems containing a large amount of aggregate have poor fluidity and are therefore not suitable for pouring into narrow gaps. Furthermore, if the resin itself does not have a low viscosity at room temperature, it is not suitable for pouring the resin into narrow gaps, when pouring the resin over two surfaces to obtain a horizontal surface, or when mixing aggregate, as the fluidity will be significantly poor, and single-stage grouting is not suitable. It can only be used for
1段グラウトの厚さは20=10C)+i+が好ましく
。The thickness of the first stage grout is preferably 20=10C)+i+.
20朋以下であると機械から曲げ荷重を受けた場合に弱
く、逆に100++n以上であると材料価格が上がり不
経済である。骨材を混入しない樹脂の粘度はプルノクフ
ィールド粘度計で10000センチポイズ以下、好まし
くは5000センチポイズ以下が適切である。1段グラ
ウトは、骨材の混合割合は重量で樹脂を1とした場合2
以上、好ましくは5以上であることがクリープや硬化収
縮をできるだけ小さくしたり、材料の配合単価を低下さ
せる上で望ましく、かつ骨材か重量で樹脂の8倍以下、
好ましくは7倍以下であることが望ましい。If it is less than 20mm, it will be weak when subjected to bending load from a machine, and if it is more than 100++n, the material price will increase and it will be uneconomical. The appropriate viscosity of the resin without aggregate mixed therein is 10,000 centipoise or less, preferably 5,000 centipoise or less, as measured by a Prunochfield viscometer. For 1-stage grout, the mixing ratio of aggregate is 2 when resin is 1 by weight.
As mentioned above, it is preferable that the number is 5 or more in order to minimize creep and curing shrinkage and to reduce the unit price of the material, and the weight of the aggregate is 8 times or less than that of the resin.
Preferably, it is 7 times or less.
こうした配合系を用いて、まず初めに1段グラウトが所
定の厚さで打設され9時間を短縮させるため、完全硬化
を待たずに低粘度の樹脂を1Qii+以下の厚さで流し
込み水平面を得る。アンカーボルトは予め1段グラウト
を打設するところに埋設しておくか、あるいはグラウト
と樹脂が硬化後、搾孔し、アンカーボルトを埋設して1
段グラウトと同配合のグラウトを充填硬化させる。この
工法を用いると、搬入された機械は、アンカーボルトを
締め付けただけで直に稼働されることになる。この場合
、振動が激しい機械、あるいは長期間厳密た寸法精度を
要する機械の場合には、数十ミクロンの厚さの接着剤を
用い2機械と對脂を接着させることで2機械、樹脂及び
基礎コンクリートを一体化させ9機械に生じた振動を基
礎に伝え、基礎コンクリートの中で振動を減衰させるこ
とが可能である。また、逆に接着剤を用いないと、頻度
高く設備の変更を行うような生産ラインの場合には。Using this compounding system, first one stage of grout is placed at a predetermined thickness, and in order to shorten the time by 9 hours, a low viscosity resin is poured in at a thickness of 1Qii+ or less without waiting for complete hardening to obtain a horizontal surface. . The anchor bolts can be buried in advance where the first stage of grout will be placed, or after the grout and resin have hardened, the holes are drawn and the anchor bolts are buried.
Fill and harden grout with the same composition as the stage grout. Using this construction method, the machine can be brought into operation immediately by simply tightening the anchor bolts. In this case, in the case of machines with strong vibrations or machines that require strict dimensional accuracy for a long period of time, it is possible to bond the two machines and the resin using an adhesive several tens of microns thick. By integrating the concrete, it is possible to transmit the vibrations generated by the 9 machines to the foundation and dampen the vibrations within the foundation concrete. On the other hand, if adhesives are not used, production lines require frequent changes to equipment.
従来のように設備の交換毎に煩雑な据え付け工法を行う
必要がなく、ただ単に使用済みのアンカーボルトを切断
し、新たにアンカーボルトを埋設するだけで機械の据え
付けが行われるため、その据え付け費用の削減はきわめ
て膨大なものになるという利益もある。Unlike conventional methods, there is no need to perform complicated installation methods every time equipment is replaced, and the machine can be installed by simply cutting off used anchor bolts and burying new anchor bolts, reducing installation costs. The benefit is that the reductions will be quite large.
ホ)作用
グラウトと称する充填物は、従来より無機系グラウトと
有機系グラウトの二系統があり、無機系はセメントグラ
ウトを指し、有機系はエポキシ樹脂等を主体としたもの
が多い。現在のところ2価格の関係からセメントグラウ
トが圧倒的に多いが。E) Functional grouts have conventionally been classified into two types: inorganic grouts and organic grouts.Inorganic grouts refer to cement grouts, and organic grouts are often based on epoxy resins. Currently, cement grout is overwhelmingly popular due to the price relationship between the two.
耐油性に欠ける。中性化を起こし機械を錆びさせる。@
材に対して接着性が劣る2機械的強度が低い、硬化時間
が長い等の欠点から、有機系グラウトの使用量の伸びが
著しい。Lacks oil resistance. Causes neutralization and rusts the machine. @
Due to disadvantages such as poor adhesion to materials, low mechanical strength, and long curing time, the amount of organic grout used has increased significantly.
本発明は、こうした欠点の紅い樹脂グラウトなしには存
在がありえない。樹脂グラウトは耐油性。The present invention could not exist without the red resin grout having these drawbacks. Resin grout is oil resistant.
中性化等の欠点がないほか、鋼材に対する接着性ではセ
メントグラウトの10倍ないしはそれ以上であるばかり
でなく、圧縮強度では約二倍2曲げ強度では数倍の強度
を有すると同時に硬化時間は約半分である。こうした樹
脂の欠点とするところは。In addition to not having disadvantages such as carbonation, it not only has 10 times or more adhesion to steel materials than cement grout, but also has compressive strength that is approximately twice as strong as cement grout, and bending strength that is several times as strong. It is about half. What are the drawbacks of these resins?
クリープがセメント系に比較して大きいことであったが
、珪砂を主体とした骨材を多量に混合することによって
避けることができるように九った。Creep was large compared to cement-based materials, but this could be avoided by mixing a large amount of aggregate mainly composed of silica sand.
このような樹脂グラウトを用いて、簡便な方法で基礎コ
ンクリートの上に高さ、水平共に精密かつ強靭な注型物
、あるいは注型物を利用した水平々鋼製台板が得られれ
ば2機械据え付けの革命といえるほど大き々据え付けの
変革が可能である。諸機械のうち往復運動2回転運動を
する機械は1機械の水平が数百ミクロン、あるいは数十
ミクロン偏っただけで、シャフトに偏心力が加わり破壊
してしまうことが多いと同時に、鍛造プレスのように激
しい衝撃を伴った往復運動の機械は9強固々基礎が要求
される。あるいは9例えばディーゼルエンジン等の場合
には、往復運動ばかりではなく潤滑油によって基礎コン
クリートをはじめセメントグラウトが劣化して水平を狂
わせることが多いため、精密かつ耐油性のすぐれたグラ
ウトが要求されている。If such a resin grout can be used to create a cast product that is precise and strong both in height and horizontally on the foundation concrete using a simple method, or a horizontal steel base plate using the cast product, two machines will be required. It is possible to revolutionize installation so much that it can be called a revolution in installation. Among various machines, for machines that make two rotations in reciprocating motion, even if the horizontal position of one machine is off by a few hundred microns or even a few tens of microns, eccentric force is applied to the shaft and it often breaks, and at the same time, the forging press Machines that undergo reciprocating motion with such severe impact require a solid foundation. For example, in the case of diesel engines, etc., not only the reciprocating motion but also the lubricating oil often deteriorate the foundation concrete and cement grout and cause them to become unlevel, so grout with excellent precision and oil resistance is required. .
従来はこのような厳密な据え付けの要求性能のために、
前記のような煩雑かつ長期間の据え付け工法が採用され
てきた。また、頻度高く生産う何ンの変更を行う場合に
は設備を交換する毎に機械の水平調整が必要であるばか
りでなく、そのっどグラウトの交換を行ったりしていた
。Conventionally, due to the required performance of such strict installation,
The complicated and long-term installation method described above has been adopted. Furthermore, when the production equipment is frequently changed, not only is it necessary to level the machine each time the equipment is replaced, but the grout must also be replaced each time.
本発明の工法はこのような問題を一挙に解決することを
可能にしたものである。The construction method of the present invention makes it possible to solve these problems all at once.
へ)実施例 次に本発明の方法を具体的実施例によって説明する。f) Example Next, the method of the present invention will be explained using specific examples.
樹脂の主剤はビスフェノールAジグリシジルエーテル、
ビスフェノールFジグリシジルエーテル。The main ingredient of the resin is bisphenol A diglycidyl ether,
Bisphenol F diglycidyl ether.
あるいは脂環族ジグリシジルエーテル、ポリグリコール
系ジグリシジルエーテル等2分子量300〜500のエ
ポキシベース樹脂にブチルグリシジルエーテル、グリコ
ール系ジまたはモノグリシジルエよって得られる。添加
は5係以下では粘度が高く。Alternatively, it can be obtained by adding butyl glycidyl ether, glycol di- or monoglycidyl ether to an epoxy base resin having a molecular weight of 300 to 500, such as alicyclic diglycidyl ether or polyglycol diglycidyl ether. If the addition is less than 5%, the viscosity will be high.
セルフレベリング性が低く、 40%以上では硬化物
の機械的強度が低いので5〜40%が好ましい。また、
硬化剤は脂肪族アミン、脂環族アミン、芳香族アミン、
またはこれらの誘導体とこれらの混合物に3級アミンを
0.5〜10%添加することで得られる。3級アミンは
硬化物の物理的性質を向上させる触媒であり、 0.
5%以下ではその効果が低く。The self-leveling property is low, and if it exceeds 40%, the mechanical strength of the cured product is low, so 5 to 40% is preferable. Also,
Curing agents include aliphatic amines, alicyclic amines, aromatic amines,
Alternatively, it can be obtained by adding 0.5 to 10% of tertiary amine to these derivatives and a mixture thereof. Tertiary amine is a catalyst that improves the physical properties of cured products.
The effect is low below 5%.
IC)4以上では逆に物理的性質を低下させるから好ま
しくない。IC) 4 or more is not preferable because it conversely deteriorates the physical properties.
また、骨材はさまざまな大きさの珪砂を混合したものが
用いられ、これにシランカップリング剤。In addition, the aggregate used is a mixture of silica sand of various sizes, and a silane coupling agent is added to this.
あるいは有機チタネート、顔料等が添加される。Alternatively, organic titanates, pigments, etc. are added.
以下、実施例に使用される骨材を含んでいない樹脂と骨
材を含んだ樹脂グラウ)(1段グラウト)第1表
実施例では次のような工程で水平面を基礎コンクリート
上に得て2機械の据え付けに備えた。Hereinafter, the resin without aggregate used in the examples and the resin grout containing aggregate (1-stage grout) Table 1 In the example, a horizontal surface was obtained on the foundation concrete by the following steps. Prepared for machine installation.
■基礎コンクリートを機械の台座に合わせた面積で、か
つ5(hwの深さに堀り、集塵機で堀りとったコンクリ
ートを除去する。■ Excavate the foundation concrete in an area that matches the machine pedestal and to a depth of 5 (hw), and remove the excavated concrete with a dust collector.
■アンカーボルトの位置決めを行い、搾孔する。■Position the anchor bolt and drill the hole.
■骨材入り樹脂グラウトを堀りとった基礎コンクリート
に47朋の厚さに流し込み、コテ等で水平になるよう表
面を押さえる。■Pour aggregate-containing resin grout into the excavated foundation concrete to a thickness of 47mm, and press the surface with a trowel to make it level.
■数時間後、樹脂グラウト表面が次第に硬化し。■After several hours, the resin grout surface gradually hardens.
完全に流動性を失った時点に骨材なしの樹脂を1段グラ
ウト表面に約3yIIIの厚さで流し込む。When the fluidity is completely lost, aggregate-free resin is poured onto the surface of the first stage grout to a thickness of about 3yIII.
■樹脂を流し込んでから約2日後、上記の物理的性質の
注型物が基礎コンクリート中に得られる。■ Approximately two days after pouring the resin, a cast material with the above-mentioned physical properties is obtained in the basic concrete.
従って機械搬入後、直にアンカーボルトを締めるだけで
機械を稼働できる。Therefore, the machine can be operated by simply tightening the anchor bolts immediately after transporting the machine.
次に比較例として従来の据え付け工程を述べる。Next, a conventional installation process will be described as a comparative example.
(比較例)
■チノパーでコンクリート表面のレイタンスを取り除き
、・集塵機で堀りとったコンクリートを除去する。(Comparative example) ■Remove the laitance on the concrete surface with a chino par. -Remove the excavated concrete with a dust collector.
■アンカーボルトの位置決めを行い、搾孔する。■Position the anchor bolt and drill the hole.
■アンカーボルトを設置する。■Install anchor bolts.
■樹脂と骨材の比率を重量で1対9にしたものでパッド
を作り、鋼製台板を乗せ、金槌で高さを調節する。■Make a pad with a resin to aggregate ratio of 1:9 by weight, place a steel base plate on it, and adjust the height with a hammer.
■パッドの硬化養生 ■機械設置 ■押しボルトで仮水平調整を行う。■Pad curing ■Machine installation ■Perform temporary horizontal adjustment using push bolts.
■アンカーグラウト充填する。■ Fill with anchor grout.
■アンカーグラウト硬化養生 ■水平水調整 0機械の周りに木製型枠を組む。■Anchor grout curing ■Horizontal water adjustment 0 Assemble a wooden formwork around the machine.
■型枠の隅をシーラントでシールする。■Seal the corners of the formwork with sealant.
0シーラントの硬化養生 0型枠内に骨材入りの樹脂グラウトを充填する。0 Sealant curing Fill the 0 formwork with resin grout containing aggregate.
[相]型枠内グラウトの硬化養生 ■型枠を外し、アンカーボルトを増し締めする。[Phase] Hardening of grout in formwork ■Remove the formwork and retighten the anchor bolts.
以下、実施例と比較例の所要時間と工程を比較する。Below, the required time and steps of Examples and Comparative Examples will be compared.
ト)発明の効果
本発明は2以上のよう紅方法で機械が据え付けられ、実
施例、比較例でみられるように次のような特有の効果を
有する。g) Effects of the Invention The present invention has a machine installed using two or more methods, and has the following unique effects as seen in the Examples and Comparative Examples.
(a)基礎コンクリートの上に2強靭、耐油性に優れ。(a) 2 strong and oil resistant on top of basic concrete.
かつ高精度の水平面を持つ注型物が得られ2機械を搬入
後アンカーボルトを締め付けるだけで。In addition, a cast product with a highly accurate horizontal surface can be obtained by simply tightening the anchor bolts after transporting the machine.
直に機械を稼働することが可能である。It is possible to operate the machine directly.
(b)従来の据え付け工法に比較して工程を短縮し。(b) The process is shorter than the conventional installation method.
約3分の1の所要時間で済む。It takes about 1/3 of the time.
(c)仕上げ樹脂の表面に接着剤を用いれば、激しい往
復運動や回転運動を伴うような機械であっても2機械と
基礎コンクリートを一体化でき、減衰効果のすぐれたコ
ンクリートに振動を全て伝えることができる。(c) By using adhesive on the surface of the finished resin, even if the machine involves intense reciprocating or rotating motion, the two machines and the foundation concrete can be integrated, and all vibrations will be transmitted to the concrete, which has excellent damping effects. be able to.
また、一方接着剤を使わない場合には、交換頻度が高い
機械設備に対し2元のアンカーボルトを切断した後、新
たにアンカーボルトを埋設するだけで機械の据え付けが
完了する。On the other hand, when adhesive is not used, the installation of the machine is completed by simply cutting two anchor bolts for mechanical equipment that is frequently replaced and then burying new anchor bolts.
このように本発明は、従来の据え付け工法で1は全く及
ば紅い多くの利点を備え。As described above, the present invention has many advantages that are far superior to conventional installation methods.
多大の利益を与 えるものである。give great benefits It is something that can be achieved.
Claims (3)
初めに骨材入りの樹脂グラウトを打設し、次に低粘度の
樹脂を流し込み水平面にした上に、機械を据え付けるこ
とを特徴とする機械の据え付け工法。(1) When installing the machine on a concrete foundation,
A machine installation method characterized by first placing resin grout containing aggregate, then pouring low-viscosity resin to create a horizontal surface, and then installing the machine.
0mmである請求項1記載の機械の据え付け工法。(2) The thickness of resin grout containing aggregate is 20 to 10
2. The method for installing a machine according to claim 1, wherein the diameter is 0 mm.
が10mm以下である請求項1記載の機械の据え付け工
法。(3) The machine installation method according to claim 1, wherein the low-viscosity resin poured to form a horizontal surface has a thickness of 10 mm or less.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20653489A JPH0654014B2 (en) | 1989-08-09 | 1989-08-09 | Machine installation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP20653489A JPH0654014B2 (en) | 1989-08-09 | 1989-08-09 | Machine installation method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0369723A true JPH0369723A (en) | 1991-03-26 |
| JPH0654014B2 JPH0654014B2 (en) | 1994-07-20 |
Family
ID=16524963
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP20653489A Expired - Lifetime JPH0654014B2 (en) | 1989-08-09 | 1989-08-09 | Machine installation method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0654014B2 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007014510A (en) * | 2005-07-06 | 2007-01-25 | Senju Pharmaceut Co Ltd | Anterior lens capsule cutter |
| JP2011173202A (en) * | 2010-02-24 | 2011-09-08 | Alpha Kogyo Kk | Installation method for setting object |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP4310125A1 (en) * | 2022-07-20 | 2024-01-24 | Hilti Aktiengesellschaft | Tertiary amines for improving the creep behavior of chemical dowels |
-
1989
- 1989-08-09 JP JP20653489A patent/JPH0654014B2/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007014510A (en) * | 2005-07-06 | 2007-01-25 | Senju Pharmaceut Co Ltd | Anterior lens capsule cutter |
| JP2011173202A (en) * | 2010-02-24 | 2011-09-08 | Alpha Kogyo Kk | Installation method for setting object |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0654014B2 (en) | 1994-07-20 |
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