JP2006249680A - Base isolation floor structure and method of constructing the same - Google Patents

Base isolation floor structure and method of constructing the same Download PDF

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JP2006249680A
JP2006249680A JP2005063862A JP2005063862A JP2006249680A JP 2006249680 A JP2006249680 A JP 2006249680A JP 2005063862 A JP2005063862 A JP 2005063862A JP 2005063862 A JP2005063862 A JP 2005063862A JP 2006249680 A JP2006249680 A JP 2006249680A
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floor
base
floor structure
seismic isolation
structure according
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Mineo Sano
峰雄 佐野
Junji Kawarada
純次 川原田
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a base isolation floor structure which is simple, does not produce dust during construction, and contributes to drastic reduction of labor of the construction, and to provide a method of constructing the base isolation floor structure. <P>SOLUTION: According to the base isolation floor structure, a plaster base mount 4 which has achieved the horizontality is arranged on a building floor surface FL, and a floor plate 7 is laid on the base mount 4 via a laminated rubber body 5 and a damping alloy plate 6. Further a floor protective sheet 3 is interposed between the base mount 4 and the building floor surface FL. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

本発明は精密加工機械や精密測定器等を設置するのに適した免震床構造とその製造方法に関する。   The present invention relates to a seismic isolation floor structure suitable for installing a precision processing machine, a precision measuring instrument, and the like, and a manufacturing method thereof.

従来、この種の免震床構造は以下に説明するような施工によって実現されている。すなわち、図7に示すように、既存の建屋床面FLを地盤81まで掘り下げてピットPTを形成し(図7(1))、当該ピットPT内に鉄筋フレーム82を組んで(図7(2))これをコンクリートで固めて建屋床面FLから離間した独立の、精密加工機械等を載置するコンクリート床83を設ける(図8(1))。コンクリート床83の周囲空間は、建屋床面FLからの振動伝達を防止する振動吸収用のゴム層84(図8(2))と、下地材85および仕上げコンクリート86で埋める。なお、特許文献1には、上下免震装置と水平免震装置を介して、精密機器類を載せる免震床を構造床上に支持するようにした免震床構造が示されている。
特開平10−238090
Conventionally, this type of seismic isolation floor structure has been realized by construction as described below. That is, as shown in FIG. 7, the existing building floor surface FL is dug down to the ground 81 to form the pit PT (FIG. 7 (1)), and the rebar frame 82 is assembled in the pit PT (FIG. 7 (2)). )) A concrete floor 83 on which an independent precision processing machine or the like is placed, which is solidified with concrete and spaced from the building floor surface FL, is provided (FIG. 8 (1)). The space around the concrete floor 83 is filled with a vibration-absorbing rubber layer 84 (FIG. 8 (2)) for preventing vibration transmission from the building floor surface FL, a base material 85, and finished concrete 86. Patent Document 1 discloses a base-isolated floor structure in which a base-isolated floor on which precision instruments are placed is supported on a structural floor via a vertical base-isolator and a horizontal base-isolator.
JP 10-238090 A

しかし、上記従来の免震床構造では、ピットの形成やコンクリート打ち、ゴム層の施工等に多大な手間と時間を要する上に、施工に伴い粉塵を生じるという問題があった。また、上記公報に記載の免震装置は、上下免震装置と水平免震装置を必要とする等、機構が複雑であるという問題があった。   However, the conventional base-isolated floor structure has a problem that it takes a lot of labor and time for pit formation, concrete placement, rubber layer construction, and the like, and dust is generated during construction. Further, the seismic isolation device described in the above publication has a problem that the mechanism is complicated, such as requiring a vertical seismic isolation device and a horizontal seismic isolation device.

そこで、本発明はこのような課題を解決するもので、構造簡易で、施工に伴う粉塵を生じず、かつ施工の手間も大幅に軽減できる免震床構造とその製造方法を提供することを目的とする。   Therefore, the present invention solves such problems, and an object thereof is to provide a seismic isolation floor structure that is simple in structure, does not generate dust accompanying construction, and can greatly reduce the labor of construction and a method for manufacturing the same. And

上記目的を達成するために、本第1発明の免震床構造では、硬化性流動材料が硬化して水平面の出た基台(4)を建屋床面(FL)上に設け、当該基台(4)上に振動減衰材料よりなる床板(7)を設ける。なお、上記硬化性流動材料としては例えば石膏スラリーやシリコンシーラント、あるいは速乾性コンクリートやエポキシ樹脂等が使用できる。また、上記床板はポリマー複合材の成形体で構成するのが好適である。本第1発明の免震床構造においては、基台上に床板を設けるだけの簡易な構造で、床板上に載置した精密加工機械等の振動低減を実現できるとともに、施工に伴う粉塵を生じず、かつ施工の手間も大幅に軽減することができる。   In order to achieve the above object, in the base-isolated floor structure according to the first aspect of the present invention, a base (4) having a horizontal surface as a result of the hardening of the curable fluid material is provided on the building floor (FL). (4) A floor plate (7) made of a vibration damping material is provided on the top. As the curable fluid material, for example, gypsum slurry, silicon sealant, quick-drying concrete, epoxy resin, or the like can be used. Moreover, it is preferable that the floor board is composed of a molded body of a polymer composite material. In the seismic isolation floor structure according to the first aspect of the present invention, it is possible to reduce vibrations of precision processing machines placed on the floor board with a simple structure by simply providing the floor board on the base, and to generate dust accompanying construction. In addition, the construction work can be greatly reduced.

本第2発明の免震床構造では、上記基台(4)と建屋床面(FL)との間に床面保護用のシート(3)を介設する。本第2発明においては、床面保護用シートを設けることによって建屋床面の損傷が防止される。   In the seismic isolation floor structure according to the second aspect of the present invention, a floor protection sheet (3) is interposed between the base (4) and the building floor (FL). In this 2nd invention, damage to a building floor surface is prevented by providing a floor surface protection sheet.

本第3発明の免震床構造では、上記床板(7)の上方ないし下方に振動吸収材層(5)を設ける。この振動吸収材層は積層ゴム体で構成するのが好適である。本第3発明においては、振動吸収材層の存在によって、床板上に載置した精密加工機械等のへの振動伝達がより効果的に防止される。   In the seismic isolation floor structure of the third aspect of the invention, the vibration absorbing material layer (5) is provided above or below the floor plate (7). The vibration absorbing material layer is preferably composed of a laminated rubber body. In the third aspect of the present invention, vibration transmission to a precision processing machine or the like placed on the floor plate is more effectively prevented by the presence of the vibration absorbing material layer.

本第4発明の免震床構造では、上記床板(7)の上方ないし下方に振動減衰材層(6)を設ける。この振動減衰材層は制振合金板で構成するのが好適である。制振合金板は振動の対数減衰率が0.3以上1.0以下のものが好ましい。本第4発明においては、振動減衰材層の存在によって、床板上に載置した精密加工機械等の振動低減がより効果的になされる。   In the seismic isolation floor structure according to the fourth aspect of the present invention, the vibration damping material layer (6) is provided above or below the floor plate (7). The vibration damping material layer is preferably composed of a damping alloy plate. The damping alloy plate preferably has a logarithmic damping factor of vibration of 0.3 to 1.0. In the fourth aspect of the present invention, the presence of the vibration damping material layer makes it possible to more effectively reduce the vibration of a precision processing machine or the like placed on the floor board.

本第5発明の免震床構造の製造方法では、建屋床面の所定領域(SA)を囲んで堰枠(1)を設け、上記所定領域(SA)内に硬化性の流動材料を流し込んで硬化させて基台(4)となし、当該基台(4)上に振動減衰材料よりなる床板(7)を載置する。本第5発明の免震床構造の製造方法では、本第1発明の効果を有する免震床構造を、少ない施工の手間で実現することができる。特に、硬化性の流動材料として自己水平性のある石膏スラリーやシリコンシーラント等を使用すると、基台の水平面を容易に出すことができるから、さらに施工の手間が軽減される。   In the seismic isolation floor structure manufacturing method according to the fifth aspect of the present invention, a weir frame (1) is provided surrounding a predetermined area (SA) of the building floor surface, and a curable fluid material is poured into the predetermined area (SA). The base plate (4) is cured and a floor plate (7) made of a vibration damping material is placed on the base (4). In the seismic isolation floor structure manufacturing method according to the fifth aspect of the present invention, the base isolation floor structure having the effect of the first aspect of the present invention can be realized with less work. In particular, when a self-leveling gypsum slurry, silicon sealant, or the like is used as the curable fluid material, the horizontal surface of the base can be easily obtained, so that the labor of construction is further reduced.

本第6発明の免震床構造の製造方法では、上記硬化性の流動材料を流し込む前に、上記所定領域(SA)の建屋床面(FL)上に床面保護用のシート(3)を敷設する。本第6発明においては、床面保護用シートによって、硬化性流動材料と建屋床面との固着が防止されるから、免震床構造が不要となった場合等に建屋床面が容易に復元できる。   In the method for manufacturing a base-isolated floor structure according to the sixth aspect of the invention, before pouring the curable fluid material, the floor protection sheet (3) is placed on the building floor (FL) in the predetermined area (SA). Lay down. In the sixth aspect of the invention, the floor surface protection sheet prevents the curable fluid material and the building floor surface from sticking, so that the building floor surface can be easily restored when the seismic isolation floor structure is no longer necessary. it can.

なお、上記カッコ内の符号は、後述する実施形態に記載の具体的手段との対応関係を示すものである。   In addition, the code | symbol in the said parenthesis shows the correspondence with the specific means as described in embodiment mentioned later.

以上のように、本発明の免震床構造とその製造方法によれば、構造簡易であるとともに、施工に伴う粉塵を生じず、かつ施工の手間も大幅に軽減することができる。   As described above, according to the seismic isolation floor structure and the manufacturing method thereof of the present invention, the structure is simple, the dust accompanying the construction is not generated, and the labor of the construction can be greatly reduced.

図1には本発明の免震床構造の一例を示す。図1において、建屋床面FL上には平面視で矩形状の(図2参照)堰枠1が設置されており、堰枠1の外周面は安全性確保のために一定厚のゴム等の緩衝材2で覆ってある。堰枠1で囲まれた矩形領域SAの建屋床面FL上と堰枠1の内周面および上面にはこれらを覆って一定厚の床面保護用シート3が配置されている。そして、シート3で覆われた堰枠の空間内に石膏製の基台4が形成され、その上面4aは水平面となっている。   FIG. 1 shows an example of the seismic isolation floor structure of the present invention. In FIG. 1, a rectangular weir frame 1 (see FIG. 2) is installed on the building floor surface FL in plan view, and the outer peripheral surface of the weir frame 1 is made of rubber or the like having a certain thickness to ensure safety. Covered with cushioning material 2. On the building floor surface FL of the rectangular area SA surrounded by the weir frame 1 and on the inner peripheral surface and the upper surface of the weir frame 1, a floor surface protection sheet 3 having a constant thickness is disposed so as to cover them. And the base 4 made from a plaster is formed in the space of the weir frame covered with the sheet | seat 3, The upper surface 4a is a horizontal surface.

基台4上には振動吸収材層として一定厚の板状積層ゴム体5が配設されている。積層ゴム体5は数ミリ厚のゴムと鋼板を交互に複数積層したものである。積層ゴム体5の上面には振動減衰材層として制振合金板6が配設されている。制振合金板6上には、精密加工機械等を載せるための一定厚の床板7が設けられており、本実施形態では床板7は振動減衰機能を有するポリマー複合材を板状に成形したものである。ここで、上記制振合金材としては、マンガンをベースにした双晶型制振合金M2052を使用することができ、また、ポリマー複合材としては、非金属ポリマー複合材であるロックウェル・オートメーション社の「Anocast」(商標)を使用することができる。   A plate-shaped laminated rubber body 5 having a constant thickness is disposed on the base 4 as a vibration absorbing material layer. The laminated rubber body 5 is obtained by alternately laminating a plurality of millimeters of rubber and steel plates. On the upper surface of the laminated rubber body 5, a damping alloy plate 6 is disposed as a vibration damping material layer. On the damping alloy plate 6, there is provided a floor plate 7 having a constant thickness for placing a precision processing machine or the like. In this embodiment, the floor plate 7 is formed by forming a polymer composite material having a vibration damping function into a plate shape. It is. Here, as the damping alloy material, a twin-type damping alloy M2052 based on manganese can be used, and as the polymer composite material, Rockwell Automation Co., Ltd. which is a non-metallic polymer composite material can be used. "Anocast" (trademark) can be used.

このような免震床構造は例えば以下の工程で製造される。最初に図2に示すように、建屋床面FL上の所定の矩形領域SAを、外周を緩衝材2で覆った堰枠1で囲む。続いて上記矩形領域SAの上面と、堰枠1の内周面および上面に沿って床面保護用のシート3を配してこれらを覆う(図3)。次に、シート3で覆われた堰枠空間内に石膏スラリー4´を流し込み(図4)、堰枠1の高さと同程度となった表面4aを水平にならし硬化させて基台4とする。この場合、石膏材として例えばSLプラスター(吉野石膏(株)製 商品名)を使用すると、その自己水平性によって、簡単にならすだけで精度の高い水平面が得られる。   Such a base-isolated floor structure is manufactured by the following processes, for example. First, as shown in FIG. 2, a predetermined rectangular area SA on the building floor surface FL is surrounded by a weir frame 1 whose outer periphery is covered with a buffer material 2. Subsequently, a sheet 3 for protecting the floor surface is arranged along the upper surface of the rectangular area SA, the inner peripheral surface and the upper surface of the weir frame 1 to cover them (FIG. 3). Next, the gypsum slurry 4 ′ is poured into the dam frame space covered with the sheet 3 (FIG. 4), and the surface 4 a having the same height as the height of the dam frame 1 is leveled and hardened to form the base 4. To do. In this case, for example, when SL plaster (trade name, manufactured by Yoshino Gypsum Co., Ltd.) is used as the gypsum material, a highly accurate horizontal plane can be obtained simply by smoothing due to its self-leveling.

一方、図5に示すように、ポリマー複合材を型成形した床板7を用意し、その下面に、制振合金板6と積層ゴム体5をこの順で接合ないし機械的結合で固着しておく。本実施形態では、床板7の上面には三箇所にナット71が埋設してあり、これらに吊りボルト72をねじ込み固定する(図6)。吊りボルト72に吊りワイヤ73を掛け、制振合金板6および積層ゴム体4を一体化した床材7を吊り上げて、図1に示すように硬化させた基台4上に載置する。このようにして容易に免震構造が実現され、水平面の出た床板7上に載置された精密加工機械等に対して、床板7および制振合金板6による制振機能と積層ゴム体5による防振機能が有効に発揮されて、精密加工機械等への振動伝達が効果的に低減させられる。免震構造を移設する必要がある場合等には、床材7等を吊り上げて新たに成形した基台4上に載置するだけで、容易に移設等が完了する。保護用シート3が敷設してある場合には、基台4が建屋床面FLと固着していないから、建屋床面FLを損傷することなく基台4を撤去することができる。   On the other hand, as shown in FIG. 5, a floor plate 7 in which a polymer composite material is molded is prepared, and a damping alloy plate 6 and a laminated rubber body 5 are fixed to the lower surface of the floor plate 7 in this order by bonding or mechanical bonding. . In this embodiment, nuts 71 are embedded at three locations on the upper surface of the floor board 7, and suspension bolts 72 are screwed and fixed to these (FIG. 6). A suspension wire 73 is hung on the suspension bolt 72, and the floor material 7 in which the damping alloy plate 6 and the laminated rubber body 4 are integrated is lifted and placed on the cured base 4 as shown in FIG. In this way, the seismic isolation structure is easily realized, and the damping function by the floor plate 7 and the damping alloy plate 6 and the laminated rubber body 5 are applied to the precision processing machine or the like placed on the floor plate 7 with a horizontal surface. The anti-vibration function is effectively exhibited, and vibration transmission to precision processing machines and the like can be effectively reduced. When it is necessary to relocate the seismic isolation structure, the relocation or the like is easily completed by simply lifting the flooring 7 and placing it on the newly formed base 4. When the protective sheet 3 is laid, the base 4 is not fixed to the building floor surface FL, and therefore the base 4 can be removed without damaging the building floor surface FL.

なお、床板としてはポリマー複合材の成形体以外に、ポリマーコンクリート材やグラナイト材を使用することができる。また、上記実施形態において、振動吸収剤層と振動減衰材層の積層順序を入れ替え、あるいは、これら振動吸収剤層と振動減衰材層を床板上に設けて、その上に精密加工機械等を載置するようにしても良い。また、振動吸収剤層や振動減衰材層は床板と一体にする必要は無く、それぞれ分離されたものを載積するようにしても良い。さらに、振動吸収剤層と振動減衰材層はいずれか一方、ないし両方を省略することができる。   In addition to the polymer composite molded body, a polymer concrete material or a granite material can be used as the floor board. In the above-described embodiment, the stacking order of the vibration absorber layer and the vibration damping material layer is switched, or the vibration absorber layer and the vibration damping material layer are provided on the floor board, and a precision processing machine or the like is mounted thereon. It may be arranged. In addition, the vibration absorber layer and the vibration damping material layer do not need to be integrated with the floor board, but may be separated from each other. Further, either one or both of the vibration absorber layer and the vibration damping material layer can be omitted.

本発明の一実施形態を示す免震床構造の断面図である。It is sectional drawing of the seismic isolation floor structure which shows one Embodiment of this invention. 免震床構造の施工工程を示す部分破断斜視図である。It is a partially broken perspective view which shows the construction process of a seismic isolation floor structure. 免震床構造の施工工程を示す断面図である。It is sectional drawing which shows the construction process of a seismic isolation floor structure. 免震床構造の施工工程を示す断面図である。It is sectional drawing which shows the construction process of a seismic isolation floor structure. 免震床構造の施工工程を示す斜視図である。It is a perspective view which shows the construction process of a seismic isolation floor structure. 免震床構造の施工工程を示す斜視図である。It is a perspective view which shows the construction process of a seismic isolation floor structure. 従来の免震床構造の施工工程を示す斜視断面図である。It is a perspective sectional view showing the construction process of the conventional seismic isolation floor structure. 従来の免震床構造の施工工程を示す斜視断面図である。It is a perspective sectional view showing the construction process of the conventional seismic isolation floor structure.

符号の説明Explanation of symbols

1…堰枠、3…シート、4…基台、5…積層ゴム体、6…制振合金板、7…床板、FL…建屋床面、SA…所定領域。   DESCRIPTION OF SYMBOLS 1 ... Weir frame, 3 ... Sheet, 4 ... Base, 5 ... Laminated rubber body, 6 ... Damping alloy plate, 7 ... Floor board, FL ... Building floor surface, SA ... Predetermined area | region.

Claims (9)

硬化性流動材料が硬化して水平面の出た基台を建屋床面上に設け、当該基台上に振動減衰材料よりなる床板を設けたことを特徴とする免震床構造。 A base-isolated floor structure characterized in that a base having a horizontal surface as a result of hardening of a curable fluid material is provided on a building floor, and a floor plate made of a vibration damping material is provided on the base. 前記基台と建屋床面との間に床面保護用のシートを介設した請求項1に記載の免震床構造。 The seismic isolation floor structure according to claim 1, wherein a floor surface protection sheet is interposed between the base and the building floor surface. 前記床板の上方ないし下方に振動吸収材層を設けた請求項1または2に記載の免震床構造。 The seismic isolation floor structure according to claim 1, wherein a vibration absorbing material layer is provided above or below the floor board. 前記床板の上方ないし下方に振動減衰材層を設けた請求項1ないし3のいずれかに記載の免震床構造。 The seismic isolation floor structure according to any one of claims 1 to 3, wherein a vibration damping material layer is provided above or below the floor board. 前記床板を、ポリマー複合材の成形体で構成した請求項1ないし4のいずれかに記載の免震床構造。 The seismic isolation floor structure according to any one of claims 1 to 4, wherein the floor board is formed of a polymer composite molded body. 前記振動吸収材層を積層ゴム体で構成した請求項1ないし5のいずれかに記載の免震床構造。 The base isolation floor structure according to any one of claims 1 to 5, wherein the vibration absorbing material layer is formed of a laminated rubber body. 前記振動減衰材層を制振合金板で構成した請求項1ないし6のいずれかに記載の免震床構造。 The base isolation floor structure according to any one of claims 1 to 6, wherein the vibration damping material layer is formed of a damping alloy plate. 建屋床面の所定領域を囲んで堰枠を設け、前記所定領域内に硬化性の流動材料を流し込んで硬化させて前記基台となし、当該基台上に振動減衰材料よりなる床板を載置したことを特徴とする免震床構造の製造方法。 A dam frame is provided surrounding a predetermined area of the building floor, and a curable fluid material is poured into the predetermined area and cured to form the base, and a floor plate made of a vibration damping material is placed on the base. A method of manufacturing a base-isolated floor structure characterized by 前記硬化性の流動材料を流し込む前に、前記所定領域の建屋床面上に床面保護用のシートを敷設した請求項8に記載の免震床構造の製造方法。 The manufacturing method of the seismic isolation floor structure of Claim 8 which laid the sheet | seat for floor-surface protection on the building floor surface of the said predetermined | prescribed area | region before pouring the said curable fluid material.
JP2005063862A 2005-03-08 2005-03-08 Base isolation floor structure and method of constructing the same Pending JP2006249680A (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007182853A (en) * 2006-01-10 2007-07-19 Hitachi Plant Technologies Ltd Air compressor
JP2017535705A (en) * 2014-12-04 2017-11-30 ポスコPosco Building materials

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007182853A (en) * 2006-01-10 2007-07-19 Hitachi Plant Technologies Ltd Air compressor
JP2017535705A (en) * 2014-12-04 2017-11-30 ポスコPosco Building materials
US10053870B2 (en) 2014-12-04 2018-08-21 Posco Building material

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