JPH0654014B2 - Machine installation method - Google Patents
Machine installation methodInfo
- Publication number
- JPH0654014B2 JPH0654014B2 JP20653489A JP20653489A JPH0654014B2 JP H0654014 B2 JPH0654014 B2 JP H0654014B2 JP 20653489 A JP20653489 A JP 20653489A JP 20653489 A JP20653489 A JP 20653489A JP H0654014 B2 JPH0654014 B2 JP H0654014B2
- Authority
- JP
- Japan
- Prior art keywords
- machine
- grout
- resin
- curing
- horizontal
- 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 - Lifetime
Links
- 238000000034 method Methods 0.000 title claims description 27
- 238000009434 installation Methods 0.000 title claims description 20
- 239000004567 concrete Substances 0.000 claims description 26
- 229920005989 resin Polymers 0.000 claims description 22
- 239000011347 resin Substances 0.000 claims description 22
- 239000011443 resin grout Substances 0.000 claims description 10
- 239000011440 grout Substances 0.000 description 31
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 9
- 229910000831 Steel Inorganic materials 0.000 description 7
- 239000004568 cement Substances 0.000 description 7
- 239000000463 material Substances 0.000 description 7
- 239000010959 steel Substances 0.000 description 7
- 230000008569 process Effects 0.000 description 6
- 238000007796 conventional method Methods 0.000 description 5
- 239000000853 adhesive Substances 0.000 description 4
- 230000001070 adhesive effect Effects 0.000 description 4
- 230000008901 benefit Effects 0.000 description 4
- 230000000052 comparative effect Effects 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 230000033001 locomotion Effects 0.000 description 4
- 239000003921 oil Substances 0.000 description 4
- WVDDGKGOMKODPV-UHFFFAOYSA-N Benzyl alcohol Chemical compound OCC1=CC=CC=C1 WVDDGKGOMKODPV-UHFFFAOYSA-N 0.000 description 3
- 238000005266 casting Methods 0.000 description 3
- 239000003795 chemical substances by application Substances 0.000 description 3
- 238000013329 compounding Methods 0.000 description 3
- GYZLOYUZLJXAJU-UHFFFAOYSA-N diglycidyl ether Chemical compound C1OC1COCC1CO1 GYZLOYUZLJXAJU-UHFFFAOYSA-N 0.000 description 3
- 239000003085 diluting agent Substances 0.000 description 3
- XPFVYQJUAUNWIW-UHFFFAOYSA-N furfuryl alcohol Chemical compound OCC1=CC=CO1 XPFVYQJUAUNWIW-UHFFFAOYSA-N 0.000 description 3
- 238000002156 mixing Methods 0.000 description 3
- 239000000203 mixture Substances 0.000 description 3
- 239000004570 mortar (masonry) Substances 0.000 description 3
- -1 neopentyl diglycidyl ether Chemical compound 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
- 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
- 238000005452 bending Methods 0.000 description 2
- 239000000428 dust Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000006386 neutralization reaction 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
- 239000004593 Epoxy Substances 0.000 description 1
- JOYRKODLDBILNP-UHFFFAOYSA-N Ethyl urethane Chemical compound CCOC(N)=O JOYRKODLDBILNP-UHFFFAOYSA-N 0.000 description 1
- 241000282414 Homo sapiens Species 0.000 description 1
- CTQNGGLPUBDAKN-UHFFFAOYSA-N O-Xylene Chemical compound CC1=CC=CC=C1C CTQNGGLPUBDAKN-UHFFFAOYSA-N 0.000 description 1
- 241000221535 Pucciniales Species 0.000 description 1
- 239000006087 Silane Coupling Agent Substances 0.000 description 1
- RTAQQCXQSZGOHL-UHFFFAOYSA-N Titanium Chemical compound [Ti] RTAQQCXQSZGOHL-UHFFFAOYSA-N 0.000 description 1
- NIXOWILDQLNWCW-UHFFFAOYSA-N acrylic acid group Chemical group C(C=C)(=O)O NIXOWILDQLNWCW-UHFFFAOYSA-N 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 125000002723 alicyclic group Chemical group 0.000 description 1
- 150000004982 aromatic amines Chemical class 0.000 description 1
- 235000019445 benzyl alcohol Nutrition 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
- 210000000988 bone and bone Anatomy 0.000 description 1
- 239000003054 catalyst Substances 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- ZBCBWPMODOFKDW-UHFFFAOYSA-N diethanolamine Chemical compound OCCNCCO ZBCBWPMODOFKDW-UHFFFAOYSA-N 0.000 description 1
- 239000003822 epoxy resin Substances 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
- 238000004898 kneading Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000010687 lubricating oil Substances 0.000 description 1
- 238000003754 machining 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
- XNGIFLGASWRNHJ-UHFFFAOYSA-N o-dicarboxybenzene Natural products OC(=O)C1=CC=CC=C1C(O)=O XNGIFLGASWRNHJ-UHFFFAOYSA-N 0.000 description 1
- 239000003208 petroleum Substances 0.000 description 1
- 239000000049 pigment 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
- 125000006850 spacer group Chemical group 0.000 description 1
- 229920001187 thermosetting polymer Polymers 0.000 description 1
Landscapes
- Machine Tool Units (AREA)
- Foundations (AREA)
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。DETAILED DESCRIPTION OF THE INVENTION a) Field of Industrial Application The present invention relates to a machine installation method. More specifically, the purpose is to install the machine quickly and effectively based on an idea completely different from the conventional machine installation method, and its application range is wide-ranging.
ロ)従来の技術 従来,機械を据え付ける場合, 単に機械を床に置く。B) Conventional technology Conventionally, when installing a machine, simply place it on the floor.
予め床にアンカーボルトを埋設し,機械を設置する
際,機械をアンカーボルトで固定する。Anchor bolts are embedded in the floor in advance, and when installing the machine, fix the machine with the 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。Install a concrete foundation higher than the floor and fix the machine with anchor bolts embedded in the concrete foundation.
の三方法が一般的である。The 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なものか
の何れかである。従って,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。However, whether a machine that is placed directly on the floor like the one that does not vibrate, does not get out of order even if it is used for a long time, or is an inexpensive one that can withstand short-term use. It is either. Therefore, a machine having such a simple installation method is out of the scope of the present invention.
多くの機械は水平面に設置する必要がある上,予め埋設
されたアンカーボルトでしっ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な
お,床,あるいはコンクリート基礎の表面を前記のよう
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,機械を水平に保つのには次のような操作が必要であ
る。Many machines need to be installed on a horizontal surface, and the first condition for installation is to secure them securely with pre-embedded anchor bolts. Furthermore, since it is technically extremely difficult to keep the floor or the surface of the concrete foundation horizontal with high accuracy as described above, not only in the past but also in the present, the following operations are required to keep the machine horizontal. is 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,台板
表面を金槌などで高さを調整した上に機械を設置し,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-mixed cement mortar or resin mortar that does not cause flow, adjust the height of the base plate surface with a mallet, etc., and then install the machine. Drive the machine horizontally with a single-sided steel spacer called a taper liner.
b.機械本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。b. Use a push bolt installed on the machine body to level out, or use a steel base plate with a push bolt to level out and then mount 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, mortar with hard kneading (hereinafter called pad),
It is common to fill the gap created by a taper liner or push bolt with a filling 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 of a concrete machine is performed by the following method and sequence.
(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)機械装置水平仮調整(a.テーパーライナー,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 (10)型枠シール (11)グラウト充填 (12)グラウト硬化養生 (13)アンカーボルト増締め 以上のような極めて煩雑な工程,順序を経て機械は据え
付けられるが,ここで,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,更には水平仮調整,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,
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,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。(1) Basic concrete hardening and curing (2) Removal of brittle parts on the surface of basic concrete (3) Pad making (4) Pad hardening and curing (5) Mechanical equipment installation (6) Mechanical equipment horizontal temporary adjustment (a. Tapered liner, b.
(Or push bolt method) (7) Fill the grout into the hole of the anchor bolt (hereinafter the grout filled in the hole of the anchor bolt is referred to as the anchor grout) (8) Anchor grout hardening curing (9) Machine horizontal adjustment (10) Form seal (11) Grouting filling (12) Grouting hardening curing (13) Anchor bolt tightening The machine is installed through the extremely complicated process and sequence described above, but the surface on which the machine is installed is horizontal in advance. If so, it is possible to drastically shorten the process since the pad preparation and its curing and curing, the horizontal temporary adjustment, and the main adjustment are completed in one process. At the same time, as a recent trend,
It is also a big problem that the number of workers skilled in leveling the machine is decreasing year by year, but such a problem can be solved as long as the method of the present invention is adopted.
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な
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け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
生を待たなければならないという大きな欠点があった。And in the conventional method, a pad for receiving these, whether it is a taper liner or a push bolt, is required in advance. The pad is complicated because it must be molded and hardened with hard-mixed cement or resin mortar, and after adjusting the level, the grout must be poured and the hardening and curing must be awaited.
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,あるいはコンクリート基礎の
表面に,コンクリートが持つ本来の欠点である硬化収縮
から,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上精度高く成型するのは,
今日の技術を駆使してもなお困難である。C) Problems to be Solved by the Invention As described above, it is of course possible to keep the surface of the floor or the surface of the concrete foundation smooth due to hardening shrinkage which is an inherent defect of concrete. , Making the concrete foundation with high dimensional accuracy
It is still difficult to use today's technology.
一方,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,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,機械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,更には機械設置後水平調整
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,機械搬入から稼働まで多くの時間を要
した。On the other hand, the machining accuracy of the machine is so high that it cannot be compared with that of concrete. Therefore, when the machine is installed directly on the concrete foundation, there is always a gap. For this reason, at the time of installation, after the machine was lifted up and leveled, a filling material called grout was poured into the gap. As described above, in the conventional method, it is necessary to prepare the pad, cure and cure the pad, and then perform horizontal adjustment after installing the machine, wait for the grout to be poured and the cure and cure, and it takes a lot of time from loading the machine to operation. Needed.
これが機械搬入まで,予め基礎コンクリート上に精度高
く水平かつ強靱な成形物があれば,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,コンプレッサー等人間でいえ
ば心臓にも等しい機械を新設,交換,修理する場合,ほ
んの一日機械の稼働が遅れるだけで漠大な金額を失うこ
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,機械搬入後でなれば水平調
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。If this is a precise, horizontal, and tough molded product on the basic concrete before the machine is carried in, the great advantage is that it can be installed at the same time as the machine is carried in. For example, when installing, replacing, or repairing a machine such as a generator, engine, or compressor at a large petroleum complex or a power plant, which is the same as the heart of human beings, it is a vague amount of money because the operation of the machine is delayed for only one day. Will be lost. In the conventional method, not only it took time to form and harden the pad, but there was a big drawback that horizontal adjustment or grout placement could not be performed after the machine was loaded.
ニ)問題を解決するための手段 本発明は前記のような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,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靱な材料に
なるエポキシ,アクリル,ポリエステル,ウレタン,フ
ラン等の熱硬化製樹脂を指し,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硅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,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。D) Means for solving the problem The present invention has been invented to solve the above-mentioned drawbacks of the conventional method, and the resin used in the present invention is
A thermosetting resin such as epoxy, acrylic, polyester, urethane, or furan that is liquid at room temperature and becomes a tough material by using a curing agent. It is a resin grout with aggregate (hereinafter referred to as one-stage grout). In the case, or when filling in a place with a large gap, an aggregate mainly composed of silica sand is mixed. These resins have extremely high mechanical strength as compared with cement-based materials, and rapid curing is an essential reason for use in the present invention. The aggregate not only suppresses the curing shrinkage of the resin, but also increases the elastic modulus of the material and at the same time suppresses creep. However, since the fluidity is poor in the compounding system with a lot of aggregates, when pouring into a narrow gap,
Not suitable. Furthermore, if the resin itself does not have a low viscosity at room temperature, it is not suitable for flowing into a narrow gap, for obtaining a horizontal surface for flowing, or for mixing aggregates, because the fluidity is extremely poor. It can be used only for.
1段グラウトの厚さが20〜100mmが好ましく,20
mm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100mm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ブルックフィールド
粘度計で10000センチポイズ以下,好ましくは50
00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,かつ骨材が重量で樹脂の8倍以下,好ましく
は7倍以下であることが望ましい。The thickness of the one-step grout is preferably 20 to 100 mm, 20
If it is less than mm, it is weak when a bending load is applied from the machine,
On the other hand, if it is 100 mm or more, the material price increases and it is uneconomical. The viscosity of the resin not containing the aggregate is 10000 centipoise or less, preferably 50 by a Brookfield viscometer.
A value of 00 centipoise or less is suitable. 1-step grout
It is desirable that the mixing ratio of the aggregate is 2 or more, preferably 5 or more when the resin is 1 by weight, in order to minimize creep and curing shrinkage and to reduce the compounding unit price of the material. It is desirable that the weight is 8 times or less, preferably 7 times or less of the resin.
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,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10mm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,あるいはグラウトを樹
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な寸法精度を要す
る機械の場合には,数十ミクロンの厚さの接着剤を用
い,機械と樹脂を接着させることで,機械,樹脂及び基
礎コンクリートを一体化させ,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,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。Using such a compounding system, a first-stage grout is first cast with a predetermined thickness, and in order to shorten the time, a low-viscosity resin is poured with a thickness of 10 mm or less without waiting for complete curing to obtain a horizontal surface. . The anchor bolt is embedded in advance at the place where the one-step grout is placed, or after the resin is cured in the grout, the anchor bolt is pierced and the anchor bolt is embedded to fill and cure the grout having the same composition as the one-step grout. Using this method, the loaded machine can be directly operated by tightening the anchor bolts. In this case, in the case of a machine that vibrates violently, or a machine that requires strict dimensional accuracy for a long period of time, an adhesive with a thickness of several tens of microns is used to bond the machine and the resin, and It is possible to integrate the vibrations to transmit the vibration generated in the machine to the foundation and to damp the vibration in the foundation concrete. On the other hand, in the case of a production line in which equipment is changed frequently unless an adhesive is used, there is no need to perform a complicated installation method every time the equipment is replaced, unlike the conventional method. Cut the anchor bolt of
There is also the benefit that the installation cost will be extremely huge because the machine will be installed simply by burying new anchor bolts.
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,価格の関係からセメントグラウ
トが圧倒的に多いが,耐油性に欠ける,中性化を起こし
機械を錆びさせる,鋼材に対して接着性が劣る,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。(E) Action There are two types of grouts called inorganic grouts and organic grouts. Inorganic grout refers to cement grout and organic grout mainly consists of epoxy resin. At present, cement grout is overwhelmingly large in terms of price, but it lacks oil resistance, causes neutralization and rusts the machine, has poor adhesion to steel, has low mechanical strength, and has a curing time. Due to its long length, the amount of organic grout used has increased significantly.
本発明は,こうした欠点のな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,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,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,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、硅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なった。このよ
うな樹脂グラウトを用いて,簡単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靱な注型物,ある
いは注型物を利用した水平な鋼製台板が得られれば,機
械据え付けの革命といえるほど大きな据え付けの変革が
可能である。諸機械のうち往復運動,回転運動をする機
械は,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,強固な基礎が要求され
る。あるいは,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。The present invention cannot exist without a resin grout that does not have these drawbacks. Resin grout has no drawbacks such as oil resistance and neutralization, and it has not only 10 times or more the adhesiveness to steel material as cement grout, but also about twice the compressive strength and several times the bending strength. The curing time is about half at the same time. The drawback of such a resin was that its creep was larger than that of cement, but it could be avoided by mixing a large amount of aggregate mainly composed of silica sand. If such a resin grout can be used to obtain a precise and tough casting product in both height and horizontal position or a horizontal steel base plate using the casting product on a concrete foundation by a simple method, It is possible to make a big change in the installation that can be called a stationary revolution. Of the various machines, those that perform reciprocating motion and rotary motion often break due to eccentric force applied to the shaft at the same time when the horizontal of the machine is deviated by several hundreds of microns or tens of microns. Such a reciprocating machine with a severe impact requires a strong foundation. Alternatively, for example, in the case of a diesel engine, not only reciprocating motion but also lubricating oil often deteriorates the basic concrete and the cement grout and causes horizontal deviation, so a grout with high 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,頻度高く生産ライ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、そのつどグラウトの交換を行ったりしてい
た。In the past, due to such strict performance requirements for installation,
The complicated and long-term installation method as described above has been adopted. Also, when the production line is changed frequently, not only is it necessary to adjust the level of the machine every time the equipment is replaced, but also the grout is 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 such problems all at once.
ヘ)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) Examples Next, the method of the present invention will be described with reference to 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,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,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ーテル,ネオペンチルジグリシジル
エーテル等の反応性希釈剤,またはこれら反応性希釈剤
とキシロール,フリフリルアルコール,ベンジルアルコ
ール,フタール酸エステル等の非反応性希釈剤を併用し
て5〜40%添加することによって得られる。添加は5
%以下では粘度が高く,セルフレベリング性が低く,4
0%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
合物を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,10%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。The main component of the resin is bisphenol A diglycidyl ether,
Bisphenol F diglycidyl ether, alicyclic diglycidyl ether, polyglycol-based diglycidyl ether, etc., such as butyl glycidyl ether, glycol-based di- or monoglycidyl ether, neopentyl diglycidyl ether, etc. It is obtained by adding 5 to 40% of a reactive diluent or a combination of these reactive diluents and a non-reactive diluent such as xylol, furfuryl alcohol, benzyl alcohol or phthalic acid ester. Add 5
% Or less, the viscosity is high and the self-leveling property is low.
If it is 0% or more, the mechanical strength of the cured product is low, so 5-40%
Is preferred. The curing agent can be obtained by adding 0.5 to 10% of tertiary amine to an aliphatic amine, an alicyclic amine, an aromatic amine, or a derivative thereof and a mixture thereof. Tertiary amines are catalysts that improve the physical properties of the cured product. If the amount is 0.5% or less, the effect is low, and if it is 10% or more, the physical properties are deteriorated.
また,骨剤はさまざまな大きさの硅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,あるいは有機
チタネート,顔料等が添加される。Further, as the bone agent, a mixture of silica sand of various sizes is used, and a silane coupling agent, an organic titanate, a pigment or the like is added to this.
以下,実施例に使用される骨剤を含んでいない樹脂と骨
材を含んだ樹脂グラウト(1段グラウト)の性能を下記
第1表に挙げる。The performance of the resin containing no aggregate and the resin grout containing aggregate (one-stage grout) used in the examples is shown in Table 1 below.
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,機械の据え付けに備えた。 In the example, a horizontal surface was obtained on the foundation concrete by the following process and prepared for the installation of the machine.
基礎コンクリートを機械の台座に合わせた面積で,か
つ50mm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 basic concrete in an area that fits the pedestal of the machine and to a depth of 50 mm, and remove the concrete excavated by the 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 a 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47mm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 the resin grout with aggregate into a concrete foundation that is dug to a thickness of 47 mm, and press the surface down with a trowel etc. so that it is horizontal.
数時間後,樹脂グラウト表面が次第に硬化し,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3mmの厚さで流し込む。After a few hours, when the resin grout surface gradually hardens and completely loses fluidity, the resin without aggregate is poured into the first-step grout surface at a thickness of about 3 mm.
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 2 days after the resin has been poured, a casting of the above physical properties is obtained in the base 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 simply by tightening the anchor bolts immediately after the machine is loaded.
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) チッ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 leitance on the concrete surface with a chipper and remove the concrete dug 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.
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。A pad is made with a ratio of resin to aggregate of 1 to 9 by weight, a steel base plate is placed, and the height is adjusted 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 curing machine installation Temporary leveling is performed using push bolts.
アンカーグラウト充填する。Fill the anchor grout.
アンカーグラウト硬化養生 水平本調整 機械の周りに木製型枠を組む。Anchor grout hardening curing Horizontal book adjustment Build 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 a sealant.
シーラントの硬化養生 型枠内に骨材入りの樹脂グラウトを充填する。Hardening and curing the sealant Fill the resin grout with aggregate into the mold.
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。Hardening and curing the grout in the form Remove the form and tighten 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。Hereinafter, the required time and process of the example and the comparative example will be compared.
ト)発明の効果 本発明は,以上のような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 the following unique effects when the machine is installed by the above method and as seen in Examples and Comparative Examples.
(a)基礎コンクリートの上に,強靱,耐油性に優れ,か
つ高精度の水平面を持つ注型物が得られ,機械を搬入後
アンカーボルトを締め付けるだけで,直に機械を稼働す
ることが可能である。(a) It is possible to obtain a cast product that has a toughness, oil resistance, and high-precision horizontal surface on the basic concrete, and then you can directly operate the machine simply by tightening the anchor bolts after loading the machine. Is.
(b)従来の据え付け工法に比較して工程を短縮し,約3
分の1の所要時間で済む。(b) Compared with the conventional installation method, the process is shortened to about 3
It takes only a fraction of the time required.
(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,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) If an adhesive is used on the surface of the finishing resin, the machine and the basic concrete can be integrated even in the case of a machine that undergoes severe reciprocating and rotating motions, and all vibrations are transmitted to concrete with excellent damping effect. 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,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, if the adhesive is not used, the installation of the machine is completed simply by cutting the original anchor bolt and then burying the new anchor bolt in the machine equipment that is frequently replaced.
このように本発明は,従来の据え付け工法では全く及ば
ない多くの利点を備え,多大の利益を与えるものであ
る。As described above, the present invention has many advantages that cannot be achieved by the conventional installation method, and provides a great benefit.
Claims (3)
合に,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 the machine is installed on a concrete foundation, a resin grout containing aggregate is first placed, and then a low-viscosity resin is poured into the machine to make the machine horizontal, and then the machine is installed. Machine installation method.
〜100mmである請求項1記載の機械の据え付け工法。2. The resin grout with aggregate has a thickness of 20.
The method for installing a machine according to claim 1, wherein the installation method is about 100 mm.
は厚さが10mm以下である請求項1記載の機械の据え付
け工法。3. The method of installing a machine according to claim 1, wherein the low-viscosity resin that is poured to make the surface horizontal 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 JPH0369723A (en) | 1991-03-26 |
| JPH0654014B2 true 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) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4834337B2 (en) * | 2005-07-06 | 2011-12-14 | 千寿製薬株式会社 | Anterior lens capsule cutter |
| JP5544188B2 (en) * | 2010-02-24 | 2014-07-09 | アルファ工業株式会社 | Installation method of installation object |
-
1989
- 1989-08-09 JP JP20653489A patent/JPH0654014B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0369723A (en) | 1991-03-26 |
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