TWI310679B - Storage rack vibration isolators and related storage racks - Google Patents

Description

1310679 IX. Description of the invention: In particular, it relates to a technical field to which the invention relates to vibration absorbers. The present invention relates to a storage rack-storage rack. [Prior Art] Commercial and industrial storage rack systems are designed to accommodate different quantities of products and materials of different sizes, shapes and weights. Although they are structurally different, the storage (four) system typically includes - (iv) interconnected steel columns, each of which is supported on a solid floor, such as a large concrete slab. The struts are typically placed through pairs of connected steel columns. Sheshes or pallets that are installed through pairs of struts typically contain the product or material to be stored. The weight of the product or material stored in the steel column is transferred to the pedestal at the bottom of the column and transferred from the pedestal to the floor on which the column is mounted. - The storage rack system can be installed in outdoor areas, work waste, warehouses and large box retail stores located in all geographical areas. In some of these areas, the storage rack system is subject to potentially large earthquake forces generated by the earthquake. While the storage rack system can withstand the vibrations caused by low and moderate levels of seismic forces, stronger levels of seismic forces will cause the storage rack system to be damaged or will cause products or materials to be stored from their storage rack system. Drop on the shelf or pallet. SUMMARY OF THE INVENTION By using a residual vibration isolator constructed in accordance with the present invention and mounted on a storage rack system, the seismic impact of the storage rack system mounted on the floor is reduced. According to one embodiment, the storage rack isolator includes a rigid plate that can be stored with 93440 5 1310679 (rigidplat" and extends between the first and second rigid plates and can be connected to them. Elastic element. In the event of an earthquake, the first and second rigid plates remain connected to the elastic element while the first and second rigid members are moved in substantially parallel planes. The elastic member is made up of at least one It can be constructed in the seismic matter (4) to absorb and dissipate the formation: elastic members made of material. The hardness of the elastic member

Feature control optimizes reservoir reduction within a specific preselected maximum. take

In addition, according to another embodiment, the storage rack isolator further includes a first rigid plate connectable to the storage raft, a second rigid plate connectable to the floor, and the first and second rigid plates Extending and operatively engaging the resilient members attached thereto such that in the event of a seismic event, the first and second rigid plates can be in substantially parallel planes while the first and second rigidities remain connected to the resilient member mobile. In this embodiment, the elastic element is constructed of at least two elastic members, wherein at least one intermediate plate is disposed between each of the at least two elastic members. 'According to a different further embodiment, by using a structure which substantially limits the movement of the elastic element of the storage rack isolator in a horizontal direction' or substantially limits the county or basic limit of its vertical direction Its movement in the horizontal direction and the vertical direction i can be beneficial. * In a storage rack system constructed with a plurality of columns mounted on a floor constructed in accordance with the present invention, at least one of said storage rack isolator is connected to a storage shelf isolator or more of storage 93440 6 1310679 A vibration isolator is installed between the end of the column and the floor. Alternatively, the spurs are connected to the storage rack system, and at least two of the pillars in the storage wood are surrounded by a crying 十 _ σ. In another variation, the storage rack isolator or the circumstance isolator An Meng Li Liu, A " 7 αλ women's clothing at the end of one or more columns adjacent to the column. This domain technician will understand this The present invention can be varied in a different manner from the storage rack isolator and the storage rack system attached to the illustrated embodiment of the present invention without departing from the scope of the invention. Therefore, the drawings and the description of the Jinxian i 4, the upper ..x 曰疋 include the shelf storage isolator and the storage raft, without departing from the scope and spirit of the invention. DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described in detail with reference to the accompanying drawings. Variations of corresponding portions in a particular embodiment are marked with a lowercase letter. The subsequent variations of the drawings, which are shown in the drawings, are not intended to correspond to the specific embodiments mentioned above, and ten variations of their form or function are discussed. It is to be understood that the general variations of the embodiments may be substituted for each other without departing from the invention. Each storage rack system has an inherent frequency, which is based on how the structure is designed: and the inherent frequency of the storage rack system is also related to its hardness and provides clues as to how the storage rack will perform in seismic events. Usually stores μ, which is more elastic in the direction along the channel (d〇wn-aisle) (ie it has a natural frequency of the relatives) and less elastic in the direction across the channel Uross_aisle) 93440 7 1310679 (ie it has a higher The natural frequency is called ordinary by u-Rak company;:::: The channel direction is about 0.9HU and the horizontal head is in the natural frequency. It can be expected that the large = Xiao is about 163⁄4, and in the horizontal The direction of the passage is harder. The design of the system is similar to the action to offset the vibration from the ground.

The shelf will respond to the pressure of the earthquake === ..., so that the intensity of the earthquake is enhanced, but each: the vibration on the frame will follow the 1.5Hz, the vibration frequency that is usually stored by the 4 f event will have a cross The intrinsic = storage of the coffee in the direction of the passage does not require a strong earthquake to damage them. The natural frequency of the heart-shaped system will reduce the impact of earthquake events: and 1 =:, the storage system should be provided with additional bombing and the strength and strength. This can be kept by basic storage

2 Move and change the storage rack (4) to the floor to achieve. Connected to the floor and 1) on the fixed frequency storage shelf (four) material vibration isolation and storage (four) interface, so that the storage (four) - financial or ^ = way to connect the egg storage shelf, W is directly to the floor. = Photo! As shown in Fig. 4, the storage shelf isolator 2A includes a first rigid plate, a lower-rigid plate 24a, and an elastic member. In the mere example of the illustration of the defending to Fig. 4, the elastic member includes an elastic member 26a extending between the rigid plates 22a and 24a. The resilient member is operatively coupled to the first and second wide rigid plates 22a and 24a such that in the event of an earthquake, the first and second rigid plates 22a and 24a remain attached to the resilient member in the same 93440 8 1310679~'- And the second rigid 22aj 24a can move in substantially parallel planes. The resilient member is made of at least one material that is capable of absorbing and dissipating the energy of the formation during seismic events. For example, the elastic member 26a may be made of polyisoprene, a mixture of polyisoprene, butyl synthetic rubber, lyre resin or other heavy-damping elastic members such as those manufactured by ^y Rubber Corporation 〇fc〇rry, pA. Elastic member construction. The elastic member 26a may also be constructed of any elastic material, an elastic material

It is able to withstand the load of storing m and has the aforementioned required hardness characteristics. The rigid plates 22a and 24a can be made of any metal plate as an element of the shelf isolator 20a, which is subjected to the load and force to be subjected. In one embodiment, the first and second rigid plates 22a and the pool are stamped from a steel sheet, and the first rigid plate 22a is stamped to include a semicircular piate space 27a at both ends thereof. Similarly, the elastic member 26a also includes a semi-circular element space 29a at both ends thereof. The relative thickness of the first rigid plate 22a, the elastic member 26a, and the second rigid plate 24& may depend on the storage shelf isolator 2特定a application specific requirements. = The first rigid panel 22a, such as '1/8 inch thick, may be ι/2 inch thick, member 26a and a 3/8 inch thick second rigid panel. It will be appreciated that other thicknesses are also possible and are within the intended scope of the invention. A viscous material is disposed between the first rigid plate 22a and the elastic member 26a and between the elastic member 26a and the second rigid plate 2''. The viscous material forms a kind of firm bond, even when the storage shelf isolator is subjected to 93440 9 1310679, the wrong bolt 2 8 a does not directly contact the first rigid plate 2 2 a or the elastic member 26a and the second rigid plate 24a extends and passes through bolt space 25 to washer 32. The bolt space 25a is generally large enough to be sufficient for the movement of the first rigid plate 22a and/or the elastic member, in the event of an earthquake. The bolt space 25a is also typically large enough to permit the use of a wrench or other tool for fastening or loosening the bottom nut 30. The rigid plates 22a and 24a can be assembled before the storage rack isolator 2A is transported to the position of the storage rack system for mounting it. The present invention is not limited to a storage frame vibration isolator manufactured by a process or manufactured using any particular material. However, the polyisoprene, polyisoprene mixture, or butyl synthetic rubber knee, or other material of the elastic member of the rack isolator 2〇a may be mixed by a batch of raw materials to a person skilled in the art. Manufactured in a known manner, it is required to produce rubber having physical properties that are desired to be used in the storage rack isolator, such as different strength and damping characteristics. When a batch of material is mixed, it can be removed from the mixer, placed in a dry molding machine j, mixed and expanded to a size suitable for feeding the injection molding machine (injecti〇nm〇l(1)叩 machine). After the batch of material has cooled and tested to ensure it has the required hardness and damping characteristics, it can break into the injection molding machine. The gasket 32 can be a metal stamping that has been treated with zinc phosphate or sandblasted. When the viscous material is applied between the first rigid plate 22a and the elastic member ha and between the elastic member 26a and the second rigid plate 24a, Chemlok® 80〇7 manufactured by L〇rd can be subsequently coated with a layer of Cheml〇. k®8560S. Many adhesives produced by Lord or other companies can be used as a replacement for the production process. On the 93440 11 1310679, this acceleration will greatly damage the structural components of the storage rack system. In addition, items stored on the storage rack will fall off the shelf. The storage vibrator 20a is capable of absorbing and reducing certain forces in the various forces experienced by the store system during an earthquake. Since the bottom of the wrong screw inspection is tightly held in the concrete floor in which they are embedded, and the bottom nut % fixes the second rigid plate 24a against the floor, during the earthquake, the second rigid plate... and the floor - Vibration from the lateral direction. Due to this lateral movement

Passing through the storage shelf isolator and making the movement of the storage rack system and the elastic component "=,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, The storage rack system, outside the moon, and 70 pieces of elastic also eliminate the vibration of the storage rack system induced by the ground motion during the earthquake. The storage rack isolator reduces the natural frequency of the storage system, making the storage rack system better able to withstand seismic events. Although: any reduction in the natural frequency of the storage rack system can be achieved

::The piece provides protection, but the goal is to reduce the damage to the storage rack by lowering the storage rack, the frequency (4) and the storage on the storage rack: the frequency of the storage rack system and the system is reduced to a small size. Or ideally reduce the shaft ^ & natural frequency and the expected maximum = y loaded on the storage rack system to select the staggered rack isolator to obtain such a frequency. Some parameters can be explained by selecting the static and dynamic modulus or hardness of the elastic material in the elastic 7-piece. Hard sound = static hardness of a material can be measured by several factors' including I and Kcompression and shear strength Ksh. Compressive hardness is

93440 13 1310679 ^The displacement of the force required to offset the vertical distance of the living body (for example - block rubber) is broken / inch, and the shear strength is one of the required force for the -block rubber The measured value is measured in pounds per inch.

The sexual material facilitates the absorption of the dynamic properties of the energy during the earthquake because such materials have elastic and inelastic components, and the bomb 1 forces the force and displacement out of phase 'allowing energy reduction or "attenuation". The dynamic characteristics of the wood include the damping strength Κι, which represents the inelastic strength, which is reflected as the displacement and the subsequent application of the second and second time '' and the elastic strength κ, which represents the material displacement and the damping strength κ" The elastic strength κ' is measured as the damping loss coefficient of the rubber, which is the damping strength divided by its bomb 疋

Ldif = ΚΎΚ' again'. The dynamic test machine is used to dynamically load the elastic material and measure the elastic response to be attenuated by the physical properties of the material.

Elasticity (4) should have a damping loss coefficient greater than about μ K丨丨/K丨>0.1 The hardness parameters discussed above also relate to the hardness measured by the durometer. The higher the hardness value of a particular elastomer, the harder it is. Among these materials, polyisoprene, polyisoprene mixture, Shixishu ^ and butyl synthesis _ (d) are determined to meet these basic requirements. However, it is understood that other substantially satisfactory requirements = materials are also suitable and are contemplated by the present invention (d). - It will also be appreciated that the first or second rigid structural deformation is possible and within the scope of the present invention. For example, Fig. 5, Fig. 93440 14 1310679 illustrates a storage rack isolator 20b, wherein the resilient member includes an elastic member 26b having a top recessed surface 39 and a booted edge 40. The first plate 22b is sized to fit within the flange edge 4b and is bonded to the upper recessed surface 39 of the first rigid plate 22b when the shelf vibration isolator 20b is assembled. Thereby, the main surface of the first rigid plate 22b is contoured to be slightly smaller than the outline of the elastic member 26b to be accommodated in the flange side 4'. The semicircular element spaces 29b of the elastic members 26b need to be increased in their vertical dimension j such that the ends of the semicircular plate spaces 2 of the first rigid plates 22b are closed by means above the flange sides 4〇.

In some embodiments, the semi-ducting plate space of the first rigid plate and/or the resilient element may be replaced by other suitable space configurations that establish a bolt space that allows for relative movement between the bolt and the plate, So that the elastic element can absorb and reduce the kinetic energy in the earthquake event. The plate space also constitutes an empty space for allowing the use of a wrench to adjust the bottom nut. Figure 6 illustrates the storage rack isolator, wherein the semicircular plate space illustrated in the previous embodiment is enlarged. The bolt accommodating hole (pure aC_m〇dation hole) 42 #换. The semicircular element space 29c applied by the screw inspection receiving hole 42 is combined to form a bolt space 仏, which is designed to be much larger than the thickness of the individual (four) fixed bolt 28e, so as to check the movement of the screw 1 . Although the σ 屮 第 第 第 ” ” ” ” ” ” ” ” ” ” ” 、 替换 替换 替换 替换 替换 替换 替换 替换 替换 替换 替换 替换 替换 替换 替换 替换 替换 替换 替换 替换 替换 替换 替换 替换 替换 替换 替换 替换 替换 替换 替换 替换Similar hole-like containment configuration replacement = combination that can be added to the first plate and the elastic element = tp 〇 93440 15 1310679 although the invention has been illustrated and described as having a first rigid plate and further secured to the second Rigid plates and elastic elements on concrete floors, rectangular gaskets are fixed to the extension bolts. It should be understood that rectangular cymbals and/or other clamping mechanisms are usually not necessary, in the __ rigid plates, elastic elements and It is also sufficient to use a kneading agent alone between the two rigid plates: structural stability. Figure 7 illustrates an assembled storage shelf isolator, wherein the misaligned bolt 28d does not extend beyond the first rigid plate 22d, and among them

There are no rectangular spacers or other clamping mechanisms. An exploded view of the storage isolator 20d in Fig. 7 is illustrated in Fig. 8. - The shelf vibration isolation If 20d relies on an adhesive applied between the first rigid plate 22d and the elastic 1, and the elastic member included in this embodiment is a separate elastic member for fixing and structural stability. The screw is only two feet = the foot extends to the upper portion of the second rigid plate 24d to engage the nut 3q: = fixed to the floor. Semi-circular of the first rigid board

The room 27d and the semi-circular element of the elastic member are spatially moved to secure the (4) bolt space 25d, which allows the use of the wrench to adjust the bottom nut 30. In some applications of this month, it is not possible to connect the columns on the column rigid plates at the assembly site or otherwise preferably prior to assembly: the ridges. Figure 9 illustrates an exploded view of the storage shelf isolator with the (4) of Figure 4, however, the = ❺ storage shelf isolator 2Ge, the illustrative ^2'2 is isolated in the 储存 storage shelf 11 2 As before, the pillar zen is connected to the first - just to form a splicing connection element (weeded attachment 93440 16 1310679 memt> er) 44e ° although the invention is illustrated and interspersed with the column vibration of the storage shelf isolator = Long-welding - some embodiments may allow the column to be replaced:: It is understood that the vibrator of the present invention is disassembled without the need to assemble the storage shelf and the first rigid plate to be bonded, And the second rigid board is removed.帛u 20f, which has a welding #1 了 assembled storage rack vibration isolation " (four) to the storage rack column% of the separate frame

w pi mail 6f to form a tanned connecting element 44 ^ 2 and FIG. 12 can better understand the storage rack isolator, the gantry base plate 46f includes a screw hole Μ and = extend through The bolt receiving hole % of the gantry base plate 46f. The first rigid plate 22f includes a plurality of multiple _() 52 extending upward from the first rigid plate. The screw 52 can be relocated and/or welded

Connected or otherwise connected to the first rigid plate 22f. By comparing U and 12, you can better understand 'When the base plate is set in the first

On the slab 22f, each snail and the snail hole of the liver of the gantry base plate 4 are opposite to each other and engaged with it as shown in Fig. u, when the assembly storage rack is separated by vibration, each snail The crucible 52 passes through and extends over the upper surface of the needle of the pedestal base plate 4. When the storage rack isolator 2〇f is assembled, the bolt 52 maintains mutual alignment between the first rigid plate 22f and the gantry base plate 46f. Although the first rigid plate 22f is adhered to the elastic member 26f of the elastic member, the elastic member is in turn bonded to the second rigid plate 24f, in the illustrated embodiment, 'the first rigid plate 22f is not attached to the gantry base plate 46f. Sticky connection. This allows the rack supported by the Guizi 38 to be removed from the storage rack isolator 2〇f after installation without the need to cut or destructively disassemble the post 38 from the first rigid panel 22f. The bolt receiving hole 50 of the base plate 46f is enlarged to satisfy the insertion of the anchor screw 28f, which is connected to the rectangular spacer 32 by the washer nut 34. Just like the semicircular plate space 27f and the semicircular element space 29f, the bolt receiving hole 50 helps to define the entire bolt space 25f, which allows free movement of the anchor bolt 28f during the earthquake and energy reduction by the elastic member 26f. Although the gantry base plate 46f illustrated and described has a bolt accommodating hole 5 〇, it can be understood that 'a semicircle similar to the semicircular plate space of the first rigid plate 22f and the semicircular space 29f of the elastic member 26f. Shape spaces can also be used within the intended scope of the invention. When the post 38 is mounted on the storage rack isolator 2〇f, the rectangular shim 32 prevents the gantry base plate 46f from being separated from the first rigid plate, thereby preventing the post 38 and the welded connecting element 44f from being damped from the storage rack. The device 2〇f rises up. The rectangular spacer 32 moves together with the anchor bolt 28f when the anchor bolt is moved due to the formation movement during the earthquake. By loosening and removing the shim nut 34, the shim 32 can be removed, thereby allowing the gantry base plate 4 to be raked without cutting or damaging the storage rack isolator 2〇f A rigid plate 22f is lifted to remove the post 38. Other configurations that allow the first rigid plate and the (four) of the gantry base plate are also possible. Referring now to Figure 13, a storage rack isolator stem is shown having a groove 54 extending downwardly from the gantry base plate 46g. It can be better understood by comparing the exploded views of the i3 and FIG. 14 by forming two grooves by cutting two parallel slits on the gantry base plate 46g, 93440 18 1310679 between each pair of slits by bending The sheet-like section is formed to form a single groove, the groove-cutting slit 56 is cut in the first rigid plate 22g and is sized to be engaged with the groove 54, and the 牟A is wide 4c wood ~ Aimu wood Q base plate 46g When the first rigid plate 22g is clamped on the upper side, the upward movement of the gantry base plate 46g is not restricted. Therefore, the groove 54 and the groove slit 56 allow the column 38 and the gantry base plate 46 to be removed by lifting from the first rigid plate when the cymbal nut μ and the damper 32 are removed. Welded connection element

44g) without requiring cutting or damage to the storage rack isolator 2〇g. It will be appreciated that some embodiments may allow for the removal and attachment of posts and/or welded connection elements without the use of a pad nut. For example, in the exploded views of Figs. 15 and 16, the "distributed storage damper 20h includes a welded connecting member peach, wherein the pedestal base plate _ pack

The base plate holes 58h, which are included at the two corners, are aligned with the rigid plate holes 60 of the first rigid plate 22h when assembled. The base plate aperture 58h and the rigid plate aperture 6h are sized to receive a floor screw 62h that provides a connection ' between the base plate 4 and the first rigid plate 22h' and is tensioned with the plate nut 64h. The eight floor screws 62h and the plate nuts 64h allow the gantry base plates 46h to be detached from the first rigid plates 22h without cutting or damaging the storage shelf isolator 20h. In this embodiment, the resilient element comprises a single resilient member 2. The connection of the first rigid plate 22h to the elastic member 26h and the elastic member 26h to the second rigid plate 24h depends on the adhesive placed therebetween. The anchor bolts 2 and the bottom nut 30 are disposed at two corners of the second rigid plate 24h. The resilient member 26h includes four access notch 66h to accommodate the wrench 93440 19 1310679

A hand or similar tool for adjusting the bottom nut 3〇 and the plate nut 6 servant. The use of threaded elements eliminates the need for nuts in some embodiments' and further facilitates the removal of the column and the gantry base plate from the shelf vibration isolator. The nth diagram illustrates the assembled storage rack isolator 2〇i, the first rigid plate 22i including a rigid plate hole 6〇i having internal threads, by using the storage racks in FIGS. 17 and 18 It can be better understood that the vibration isolator 2〇i exploded view, when the storage shelf isolator is torn, the floor screw 62i has an external thread extending through the base plate hole 58 of the gantry base plate 46i to engage the rigid plate hole. The internal thread of 6〇i is used to fix the gantry base plate 46i' to the first: rigid plate 60i. The internal threads of the rigid plate holes _ typically have a sufficient number of revolutions to fully engage the platescrew 62i without the need for additional hardware' to further simplify installation and removal. When the first rigid, 60i is constructed from a 1/4 inch thick sheet of material, a sufficient number of revolutions is typically provided. This size also usually allows the design of the plate bolt 62i size

In order to be exposed at the bottom in the first rigid plate 6〇i, the external thread of the bolt 62i is hidden in the first rigid plate 6〇丨. Various modifications fixed to the ground are also intended to be encompassed within the scope of the present invention. Some of these many variants are described below and are shown in the mounting of the rack isolator 2〇j., in exploded views 19 and 20®, and the isolator 2曰〇1 utilizes a J-type thread. 68 is fixed to the floor. The j-bolt 68 can be cast in a position in b and shaped to hook the concrete or other structure below the ground that can catch the first rigid plate 24j. The j-bolt 68 includes a threaded end that can extend through the aperture 36j to engage the bottom nut punch to secure the storage rack isolator 2〇j to the ground. The 93440 20 310679 layer on the elastic member is disposed between the first rigid plate 22m and the second rigid plate 2. - A suitable bonding material bonds each rigid plate 22m, 24, or 7 to one or more of the laminated elastic layers 26m adjacent thereto. Union

It is assumed that the storage shelf isolator 20m# of the 24th management towel each of the elastic layers 26m of the elastic members is 1/3 of the thickness of the unitary layer 201 in Fig. 23. Since the overall shear strength is inversely proportional to the overall combined thickness of the separated elastic sound 26m, the overall shear strength of the storage device 2〇m in Fig. 24 is almost identical to the overall shear of the storage top in Fig. 23. The strength is equal. However, as described above, the overall thickness of the elastic layer 26m of the I-hardness disk is not linearly related. The separation of the elastic layer core and the intermediate rigid plate 7Gm therebetween allows the storage rack isolator 2Gm in Fig. 24 to be more exponentially in the compression direction than the storage rack isolator 201 in Fig. 23. hard.

. A storage shelf isolator 2Gn having an elastic member with a plurality of laminated elastic layers 26n is shown in Fig. 25, and is shown in an exploded view in Fig. 26. Referring to Fig. 25 and Fig. 26, the intermediate layer 7〇n is disposed between the respective elastic layers 26n and fixed at its position by an adhesive. It is expected that 'although: the upper 2 (such as a rectangular spacer) with the extension bolts shown in Fig. 1 or other additional mechanical holdings may be added, but only on the elastic layer 26n and the first - The adhesive between the rigid plate 22n, the intermediate plate and the first rigid plate 24n is also sufficient to ensure a charge connection therebetween. The intermediate plate space 71 at each end of the intermediate plate 70n is aligned with the semicircular element space 29n and the semicircular plate space 27n to form a bolt space 93440 22 1310679 25n to allow access to the bottom nut 3〇. The vibration isolator includes two elastic members 26n which are about 1/2" thick, and the large =_ package US can also be advanced. It is expected that the number of the elastic elements and the thickness of the elastic plate and the intermediate plate are also expected to fall into the invention. Within the scope of this, Luo has shown that the storage shelf isolator can be connected to the following shelf. However, it is understandable that the storage column will be stored.

Received the rest of the storage U system in the earthquake event | 濩. Figure 27 shows according to the invention: 20 〇, 1 by the yarn six singer only his burning storage rack vibration isolation column 3 8 between the vibration isolator 2 〇〇 set in the gallery system 0 Fig. 27 shows the storage rack isolator 20 〇, the lateral branch between the storage rack columns 38, 1 shows that the transverse strut 9Q is taken. ^8 Gong Yugang. The chowder, 丄日仔朱h振20〇, Figure 27 and Figure 28 can be better understood, horizontal two; = connected components ♦ its welding __ storage shelf ^, and the == Γ installation position. The board hole 58 is connected. . Base plate. : The raw plate hole is 6〇. Aligned in the corners of the plate bolts 6 two reverse:: f just coffee board ... between the connection ^ component 460 and the first rigid - and the board 蝉 64 64 ^ using the plate nut 640 positioning tension. Plate Bolt: The Shibuya Xu connecting member 460 is suspended from the first rigid plate 220 to cut or damage the storage shelf isolator 20A. 26〇. In the first embodiment, the elastic member includes a single elastic member, the rigid plate 220 is coupled to the elastic member 26, and the elastic member 93440 23 1310679 _ * 26 〇 is connected to the second rigid ir ir A bonding agent placed between them as described above. First, this is the case, a ^ 弟 刚 刚 板 板 includes the base plate holes 36 在 at the four corners. Material pick up 28. The threaded end passes through the hole 6 of the second rigid plate 24〇, the bottom nut 3 is placed, and the second rigid plate is tensioned relative to the second rigid plate, so that the first rigid plate is smashed; The 钌 floor is tightened 'with the bottom of the anchor bolt 28 后 and then entered into the floor. The end of the post 38 is welded to the sliding bottom spacer 92〇 at the weld 31〇. The sliding bottom spacer is disposed on the upper portion of the fixed bottom spacer 94. , the bottom spacer 94 is fixed. Base plate holes (not shown) are included at the four corners. The threaded end of the anchor bolt 28 is placed through a hole (not shown) that secures the bottom spacer 94. The bottom nut 3〇〇 is tensioned relative to the fixed bottom shim 94〇 to tension the fixed bottom shim 94〇 relative to the floor, with the bottom of the cadmium bolt 28〇 embedded in the floor. The lower surface of the sliding bottom gasket and/or the upper surface of the fixed bottom gasket 94A may have a layer of material having a low coefficient of friction. Fixed bottom spacer 94〇 size setting | To cover the area where the storage rack may move during seismic events. When a ground motion event such as an earthquake occurs, the ground moves and produces lateral vibration. The bottoms of the anchor bolts 28 are securely secured within the concrete floor in which they are embedded, and the bottom nuts 3 固定 secure the second rigid panels 24 and the fixed bottom 4 spacers 94 to the floor. As previously mentioned, the second rigid plate 24 横向 vibrates laterally with the floor during the earthquake, while the resilient element absorbs lateral vibrations and contributes to the formation of seismically induced lateral vibrations and barriers between the storage shelves. The post 38 is not fixed to the floor and can slide freely on the fixed bottom spacer 94. Thus, the storage rack isolator 20 reduces the seismic to storage rack system 24 93440 1310679. It will also be understood that the low friction bottom spacers 94A through 94r shown and described in Figures 27 through 31 are not necessarily Each post 38 is a separate part. Figure 32 depicts a storage rack isolator system having two storage rack isolator 2 〇s, the isolator having a plurality of resilient members having a plurality of laminated elastic layers 26s attached to the transverse struts 90s . The storage shelf is connected to the fixed bottom spacer 94s extending at the lower portion of each of the columns 38 and spanning the columns. The column of the storage rack system is % welded to the sliding bottom spacer 92s resting on the fixed bottom spacer 94s. The fixed bottom, the spacer 94s itself is connected to the floor by the storage shelf isolator 2〇s. The lower surface of the floor 92s and/or the upper surface of the fixed bottom spacer 94s may be provided with a material having a low coefficient of friction. The fixed bottom shim 94s is sized to cover the area in which the storage rack moves during an earthquake. It will be appreciated that this single piece of fixed bottom gasket 94s can be applied to any deformation of the fixed bottom gasket required for the column %. It will also be understood that the sliding bottom spacer 94° shown and described in Figures 27 to 32 can be replaced or supplemented by an equivalent structure that is vibration-isolated relative to the storage rack during an earthquake event. The device is moved in January, such as ball bearings, wheels, casters (four) called. In -Lij 'rigid plate and elastic member, or elastic = geometric shape can be used to control the vibration isolation of the storage rack _ Ding has a curved first rigid plate 22t and has a second rigid 柘8' of the curved upper surface 74t ^ &quot ; Zhuang board 24t storage rack isolator; 20t. The elastic member 26t is disposed between the curved first-foil [J f green plate 22t and the second rigid plate 24 and coupled to the first younger brother and the second rigid plate 22t and 93440 27 1310679 by the adhesive.

On 24t. The shape of the elastic member 26t is also curved so as to pass through the curved first-rigid plate 22t and/or the second rigid plate when a force including lateral or lateral force 1 is applied to the first and/or second rigid plates 22t and 24t The curved upper surface 74t of the second shot exerts a compressive component with respect to the elastic member 26t. The curved shape will return the shelf isolator 2〇t to the stable and vertical position shown when the force is applied by the resilient member 26t and the merge/short reduction. The rigid plates 22t and 24t and the particular shape of the resilient members thereby allow the compression component to be used to improve the overall stability in seismic events. Since the first rigid plate 22t and the second rigid plate 24t are curved in the lateral or side-to-side direction, the shear strength is increased in the same direction. Therefore, it is necessary to increase the shear strength only in the direction of the one axis without increasing the strength along the vertical axis (such as along the front-rear direction). ▲ The storage shelf isolator in Fig. 33 It is particularly advantageous and does not change the overall M-shrinkage κ_ρ_^ of the isolator 2Gt. Result, storage

The singer acts essentially in a horizontal direction and should be packaged in the storage rack system t to take advantage of these effects. Figure 34 shows the reservoir 3:':: device illustrated by 苐 33 applied to the bottom of the column 38. The structure of the storage vibration isolator applied to the welding point 3U welded to the column t is basically limited by the movement of "(10) square: upper. Figure 35 shows the device applied to the storage rack system 2〇t welded to r * Ϊ / erroneous rack isolator. The configuration of the rack vibration isolation limiting elastic element substantially limits motion to a horizontal direction indicated by arrow _. Figure 36 shows the storage rack isolator, which includes A plurality of 93440 28 1310679 elastic elements for the surface of the platform for improving stability and controlling the dust-reducing component. The first/n-plate 22u includes a top contact surface 76u, a first side contact surface, and a second side contact surface 8〇 The second rigid plate 24u includes a top positioning surface 82u, a first side positioning surface 8 and a second side positioning surface 86U. The elastic member 6u is disposed between the first and second rigid plates 22u and 24u, And bonded to each of the surfaces 76u, 78u, 8〇u, Uu, 84u, and 86u. When the top contact surface 7 of the curved first rigid plate 22u is positioned at the top of the % and/or third rigid plate 24 The surface 82u is pressed against the elastic member 26u曰Upon contraction, one or more downward and/or upward compression components may be absorbed and dissipated by the resilient member 26u. If the first or second side contact surface 78u or the second rigid I through the first rigid plate 22u The first or second side contact surface 8 of the green plate 24u is in contact with the side portions ©78u, ', 84u, and 86u as the external force such as the elastic member 26u is absorbed and dissipated when the transverse member is applied to the port 86u. The elastic member 26u is caused to return the storage rack isolator 2〇u to the illustrated stable and vertical position, thereby utilizing the laterally applied compression component to improve the overall stability in the seismic event. By the elastic member 26u And the first and second side contact surfaces and the contact with the first and second side positioning surfaces 84u and 86u also improve the shear strength Kshea along the lateral or edge-side direction Thus, the storage rack isolator 20u also allows the shear strength Kshear to be increased only along one axis two f, without increasing the strength along the vertical axis (for example, along the front-rear direction), and does not change the isolator 2 〇u Body pressure 93440 29 1310679 : more::: one n. The result 'with the storage shelf isolator phase 〇U in Figure 36 is basically in a horizontal direction and should be included in the storage rack The system uses these effects. Figure 3 7 shows the application ϋ 牟 抚 抚 抚 J 柱 柱 柱 柱 柱 柱 柱 柱 柱 柱 柱 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 In the direction. Figure 38 shows the application to the storage rack Li

=. The storage shelf isolator in the wide picture 36. The construction of the hall === to the lateral strut 90" sexual element substantially limits motion to a horizontal direction indicated by arrow 100. The vibration damping effect of the two-storage isolators is limited to the advantages of the second storage. Using their junction channel = frame system is softer along the channel direction, and in the cross-over 38 Figure - the method of forming unidirectional vibration attenuation in the 33rd to

The casing 11 is shown. In addition, the time method will be in other ways = the ground is limited to the vibration field (10), and the actual vibration damper. Such modifications can also provide side protection for the high pass area for storage =:. The external 20νΐΓ Figure 2 is the storage rack isolator connected to the bottom of the column 38, 31 limits 70 pieces of 95ν. The storage rack isolator 20ν美太h=moving is limited to a horizontal direction, which is substantially parallel to the limiting element 95v in the direction of the = \ 引: in the direction perpendicular to the directional arrow (10) The county limit is still present upwards - the motion space is 疋 in that side - the linkage U is applied in the direction along the channel. 93440 30 1310679 ° It can be understood that 'similar modifications can also be used in other combinations and type 2 shelf vibration isolation The same role is played in the device. It will be understood that there are no features in the figures, as these features are identical in both form and function embodiments. It will be understood that substantially the form or function of these features are similar in all embodiments. mouth. Figure 40 shows the storage rack isolation thief 20w attached to the lateral struts 9〇w. The fixed bottom spacer 94w has been modified to a U-shape, and the storage shelf air damper 2GW is disposed through the W. The modified fixed bottom spacer 94W is also used as a - limiting element to substantially limit the movement of the storage rack isolator 2 〇 w in a horizontal direction parallel to the modified direction indicated by the directional arrow H) 0 Fixed bottom spacer 95w. While the restraining element is substantially limited in motion in a direction perpendicular to the directional arrow 100, there is also some motion space in that direction that imparts additional damping in the direction along the channel. It will be appreciated that similar modifications can also be performed in the same type and number of other storage shelf isolator combinations. It will be understood that some of the features in Fig. 40 are not discussed because they are identical in form and function to the previous embodiments. It will be understood that substantially the form or function of these features is similar in all embodiments. Fig. 41 shows a modification of the restriction member 95v in Fig. 39. The restraining element 95x is further bent over the shelf isolator 2〇χ to provide additional support for withstanding the vertical movement of the shelf vibration isolator, 20 。. At the same time, the limit TL member is sized not to interfere with the movement of the shelf isolator in the direction indicated by the direction arrow 1 。. Restricting the end of the member 95χ can be coated with an elastomer or other vibration absorbing material, such as rubber 93440 31 1310679, etc. to help absorb the vibration absorber 2〇x in the vertical impact of the earthquake, the restriction element is basically limited to It moves in a direction perpendicular to the directional arrow _, but also has some room for movement in that direction, which exerts additional damping in the direction of the channel. Similarly, there are spaces in which the shelf vibration isolator moves in the vertical direction, which exerts damping in the vertical direction. (4) The solution is that there are no features discussed in Figure 41 because they are two:::: It will be understood that substantially the form or function I of these features is similar in all of the embodiments. Figure 42 shows another embodiment that includes elements that limit the motion of the shelf vibration isolating H20y. In this embodiment, the fixed spacer 9# extends at a lower portion of each of the columns (four) of the storage rack and therebetween. As previously described, the two storage rack isolator 90y are attached to the connecting member and the pillar. However, in this embodiment, the first rigid plate = the flange, which creates a slit, and the restraining member can be vibrated into the center. The first rigid plate 22y has an elastic coating (elast〇mer _

Strictly assist in absorbing the vertical impact of the vibration isolator 2〇y during the earthquake. The elastic coating layer 98y may be any vibration absorbing material such as rubber or the like. In the earthquake = the 'restriction element 97y is used to substantially limit the horizontal vibration of the storage rack to the square of the square, which is parallel to the bottom spacer 94 in the direction of the directional arrow, while substantially limiting the storage of the vertical To the movement. While the restraining element substantially limits movement in the direction perpendicular to the arrow 2 (10), there are also two spaces of motion in that direction which exert additional damping in the direction of the channel. Similarly, there is also a space in which the storage shelf isolator moves in the vertical direction, which exerts damping in the vertical direction of 93440 32 1310679. It will be understood that some of the features in Fig. u are not discussed' because they are identical to the previous embodiments. It will be understood that the form or function of these features will be substantially similar in all embodiments.

Figure 43 shows an embodiment in which the shelf isolator is attached = the bottom of the column 38 of the storage rack system. In this embodiment, the two rigid plates 22Z and the two second rigid members 24z are perpendicular to the floor and have elastic members extending therebetween. In this embodiment, the resilient member includes a single resilient member on either side of the post 38 - each first rigid = melon is joined to a sliding bottom plate 92 that extends below the post 38. The bottom plate 92 is placed on the fixed bottom plate 94, and each second rigid member is attached to the bottom plate. A layer of low friction support material is inserted between the fixed floor and the sliding floor 92ζ. The two second rigid plates are arranged to substantially limit the horizontal movement of the storage shelf isolator to one

This is the same as the two first directions in the direction indicated by the directional arrow 1 〇 0. However, the characteristics of the elastic element allow a constant damping to be provided on the vertical. The embodiment of 疋, thus shown in that direction = 43 has a shelf isolator disposed near the column :: square of the storage rack system. However, this type of ί construction is also possible. In the first example, a modification is shown. In each of the examples, each storage rack isolator = good between 38 (four) and __^ two in the set = cow. The first rigid core of the female elastic element is threaded onto the lateral 93440 33 1310679 strut 9〇za. The second rigid plate 24 of each resilient member is attached to the fixed bottom spacer 94 ζ & at a vertical brace element 96Za. A fixed bottom spacer 94za extends laterally between each of the columns and below each of the columns 38. The column of each storage rack system "welds to the sliding bottom gasket 92 resting above the fixed bottom gasket 94za. The solid bottom gasket 94za itself is attached to the floor. A layer of low friction support material 99za is inserted into the sliding bottom gasket The 92za and the fixed bottom spacer 94 are in between. The fixed bottom flap 94za is sized to cover the area where the storage rack is moved in the earthquake. In this embodiment, each of the elastic members includes three having two intermediate plates 70za. Elastic members 26za. The orientation of the elastic members is used to limit the horizontal movement of the storage rack isolator 2〇Za to a horizontal direction indicated by the directional arrow 1〇〇. However, the characteristics of the elastic members are allowed to A certain compression perpendicular to the direction of the directional arrow 100, thereby providing a certain amount of damping in that direction. Figure 45 shows an embodiment of the storage rack isolator 2, which has a connection to the lateral strut The elastic member on one side of the 9〇zb and the steel block 98zb on the opposite side of the lateral strut 90zb. The impact of the elastic damper 99zb on the lateral strut 9〇洮 opposite to the lateral direction of the steel block 98zb The orientation of the resilient element and the steel block 98zb are used to substantially limit the horizontal movement of the shelf vibration isolator 2 to a horizontal direction indicated by the directional arrow 100. Here, the characteristics of the elastic element are still allowed to be perpendicular to A certain compression in the direction of the direction arrow ι〇〇, thereby providing a certain damping in that direction. Figure 46 shows another embodiment with a lateral branch 93440 34 1310679

The second position of the column 9〇zc Rensi-side storage rack is as shown on the M 94zc, which has a straight fixed floor. The plate is also used to move the shelf vibration isolator 20ZC horizontally. Restricted to the dry direction by the direction. The horizontal direction of the storage shelf isolator 20zc =: The diverged plate - the rigid plate (not shown) is connected to the pillar - the top plate, although This...I ancient + movement directly to the direction arrow 100 is basically limited, but

===Financial upwards - some movements", which introduces a certain damping in the direction of the thrust. The storage rack isolator is not fixed to the storage rack system as described above. Fig. 47 shows the seismic system in which the column 38 is welded to the top of the sliding bottom spacer 92zd, and the bottom tab extends between and below the two columns' so that the storage rack isolator is also connected to the sliding bottom spacer 92zd. The sliding bottom spacer 92zd forms a u-shape, and the L-pass is a storage shelf isolator 2〇Z (J provides an additional side impact protection. The sliding bottom spacer 92zd is provided on the upper portion of the fixed bottom spacer 94zd. The jaw piece 97zd is placed on and connected to the upper portion of the storage rack isolator 2〇zd by means of a plate bolt 62zd. The restriction element is welded to the fixed bottom spacer 94zd, thereby connecting the storage rack isolator 20zd to the floor. In this case, although the restraining member 97z (j remains fixed, the sliding bottom flap 92zd and the storage rack isolator 2〇zd can slide together through the passage formed by the restricting member 97zd and the fixed bottom spacer 94zd. This helps to store Horizontal motion base of vibration isolator 20zd Sook fixed on a bottom limit to a horizontal direction 'in a direction which is indicated by directional arrow 1〇〇

93440 35 1310679 The piece 94zd is parallel' while moving substantially. For example, other apricots, storage rack vibration isolator 20zd vertical Futong A this ^ $ 歹 1 like 'elastic member 262 < 1 elastic will return the storage frame to the retort fixed bottom gasket (four): It is a reed:: moving bottom spacer _ and 1 moving bottom spacer ^ All embodiments of two Si on the (four) bottom TM can be used in a storage rack system including more than one or = column 2 multiple columns. In fact, if the above-mentioned shelf system provides sufficient protection against the purple earthquake event, it must store: ί:1 design features. The existing storage rack system can be obtained by using the vibration isolation device of the storage rod to obtain the second process during the earthquake, ensuring that the construction process of the overall storage rack system is in the process of installation: the storage: the system can also be designed to be stored in them. Vibration state. Figures 48 through 50 show the storage rack isolator in the same storage rack system and illustrate the application of the storage rack isolator in the overall storage system. The other structure and design of the storage rack system also works well.士 ϋ ’ '4 7F 疋 storage (four) system, which has a storage shelf isolator 20ze fixed to each column: and the floor. Figure 49 shows a six-column storage rack system that has (iv) between the columns of the storage rack system, a storage rack isolator 20, a small storage rack isolator, and a transverse strut that is fixed between the paired columns. attach. Each of the columns in this system is welded to the /4 bottom plate 92zf and positioned on the fixed bottom piece 94zf, which is slidable on the fixed bottom. Figure 5 shows a storage system with 8 columns, and its storage rack isolator 2 (4) is installed between the columns. 93440 36 1310679 In this example the storage rack isolator is an implementation described above - it ==: 舆Γ: The cross-channel direction of the rack system is the second solution, 48th to 5th. The storage rack isolator 4 in the cymbal can also work well in any combination of any of the four (4) shells of the front frame. As discussed, due to the cross-channel direction of the storage rack system

The elastomer must be chosen to be at least lower than the entire design of the entire storage rack system in the k-direction: the maximum design loading capacity of two: r = two per such vibration isolation system will include multiple

The vibration of the upper shelf is isolated. The vibration isolation of the library depends on the number of devices through the storage isolator. It has been calculated for the inclusion of six columns: the edge of the storage vibration isolator under each column is properly obtained. The result 'each two a' of each column is a static shear strength of approximately 270 square inches. For the case where the sub-packager should have a storage rack of 40,000 pounds (5) in the case of a vibrator with a solid column, in order to obtain the right side of the fruit, there should be a shelf storage shelf. The isolator should have approximately one column of each column. The static shear strength of the inch. 93440 37 1310679 has been tested including three rows of two branches, each of which is === γ sub-frame system, two storage racks ^ vibrator = 乂Hard. In this hard cross-channel direction, the relative-inch static shear strength between each storage master. The number of storage rack system columns 270 stone side / storage rack vibration isolation device. Not limited to use:, install additional storage between - heart = 2: / butyl rubber (ASTMD_4AA415) 1 is not about 4 硬度 and the loss of the elastic element '4 is suitable for storage In the rack system, the maximum load of each of the stored vibration isolator is about 5, _ broken. It has been determined that: ^ is made of rubber UstMD2_4AA615a13; about 6. And the loss coefficient is about .45 elasticity: two = in Storage rack +, the maximum load of each storage rack isolator About ^000 shards and 1G, arbitrarily. The optimum characteristics of the storage shelf elastic members of different designs with different design load ranges are to be added. The invention has been described with reference to a few preferred embodiments. Many modifications and variations can be made without departing from the scope of the inventions. In the range. 4 [Simple description of the diagram]

93440 38 1310679 For a more complete understanding and commentary, the details will be described below with reference to the accompanying drawings, and its various features. Figure 1 is the rack isolator welded to the bottom of the rack. Perspective, Figure 2 is the storage in Figure 1. n 3m - ^ ^ Decomposed view of the vibration isolation state of the wood; Dimensions 3 Figure 储存 Storage in Figure 1. . ^ 4 ® ^ ^ 1 r ^ The top view of the vibration isolation; the front and partial section of the storage 卩 & vibration in Figure 1 is the 97 field of welding to the column The exploded view of the vibration isolator is shown in Fig. 6 as an exploded view of the vibration isolator welded to the bottom of the rack. Figure 7 is a perspective view of the storage rack isolator welded to the bottom of the rack. Figure 7 shows the storage shelf. Figure 9 is a perspective view of the misaligned vibration isolator. On the column base frame, it becomes the figure 'where the bottom of the column is welded, and one part of the wind horse isolators. The first drawing is the knives shown in Fig. 9. The nth drawing is an exploded view fixed to the base frame isolator. · Fig., the bottom of the column is welded to the pedestal plate, and the storage stand is a perspective view of the isolator. It is the image of the younger brother of the u-figure. The figure 3 is an exploded view of the wooden isolation of the base shelf; the perspective view, the base frame is welded to the wrong; the other is the first frame of the vibration isolator. :^ bottom; 4 exploded view of the shelf isolator; On

Fig. 15 uiuo/y Fig. 15 is a fixed perspective view of the base. The 16th picture of the other frame is the 15th circle. The bottom view; Figure 17 is an exploded view of the shelf isolator fixed to Yijia:; perspective view 18 of the other shelf vibration isolator welded to the base plate is the first Figure 17: The bottom of the wooden pillar; Figure 19 is an exploded view of the spacer vibration isolator fixed to the base plus, · Perspective circular 'base frame itch connected; - % of the storage rack isolator Figure 20 is the first! Figure 9 is a bottom view; Figure 21 is an exploded view of the spacer vibration isolator fixed to the sense; perspective view, the other frame of the base frame welded to the storage shelf is shown in Figure 22 Figure 21 is a bottom view; Figure 23 is an exploded view of a shelf vibration isolator; a frame vibrator, a side view for structural storage, Figure 24 is a structure

The vibration isolator, · 』view' is used to construct the storage. Figure 25 is fixed to the base perspective, the base μ, and the other storage shelf is the fourth (4) is the bottom of the storage column; The separation vibrator is welded to (4) two through (four), its storage shelf floor connection; (4) on the lateral strut between the wooden pillars and the exploded view of the part of Fig. 27, showing the connection to the lateral strut Storage rack isolator; delivery connection 93440 40 1310679, > · 30th θ lateral strut bottom and connected to the floor, · perspective view of two storage storage rack isolator, welded to 3 lateral The bottom of the pillar is connected to the floor; - a storage perspective view 7^ a perspective view of the two shelf vibration isolator, welded to the bottom of the lateral pillar between two / 323 and connected to the floor,

The base frame ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ The shore is in the heart of the storage rack; (4) Position (4) _, its installation Figure 35 is the structure shown in Figure 33 installed in the two material h (four) viewing perspective view, the bottom of the lateral strut between them; Partial side view, i: for 槿, a looking for # 振动 振动 ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; Figure 38 is a perspective view of the structure shown in Figure 36 mounted on two storage 仏 + # applications, with the bottom of the lateral struts between the wooden pillars. Figure 39 is another mad 'bottom. p, the bottom of the column; 4 perspective view of the pirates, the installation of which is shown in Figure 40 is a perspective view of the vibration of the two storage compartments, which is installed on the two 93440 41 1310679 storage rack columns ^ θ θ杈 杈 支柱 支柱 支柱 支柱 并 支柱 支柱 支柱 ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; A perspective view of the device, mounted at the bottom of the two fourth, 曰4 lateral struts and attached to the floor; the bottom of the column is a perspective view of another storage shelf isolator installed in a storage column Son is: a perspective view of the storage rack isolator installed at the bottom of the two... 〃, 3 lateral struts and connected to the floor; a perspective view of two storage rack isolator, Installed at the bottom of the two horizontal pillars between the two, and connected to the floor; Storage: Column diagrams : two:: perspective view of the shelf vibration isolator, installed at the bottom of the lateral struts between the two 'and connected To the floor; 47 Figure 透视 Perspective view of two storage rack isolator, borrowing piles in two storage racks for the column $ π Mountain connection

On the shelf, and fixed to the storage bottom by the limit ft: moving bottom shims to the m bottom (4); the vibration isolation of the storage rack system is connected to the bottom of each column of the storage rack system Figure 49 shows the perspective of the library system. The perspective of the library system is connected to the column. The W 振 振 在 以及 以及 以及 以及 以及 以及 以及 以及 以及 固定 固定 固定 固定 固定 ; ; ; ; ; ; ; ; ; ; ; ; ; : A perspective view of the storage system, the storage (4) being attached to the storage rack system at the lateral struts connecting the pairs of columns. 93440 42 1310679 / [Description of main component symbols] 20a, 20b, 20c, 20d, 20e, 20f, 20g, 20h, 20i, 20j, 20k, 2 (H, 20in, 20n, 20o, 20p, 20q, 20r, 20s, 20t, 20u, 20v, 20x, 20w, 20y, 20z, 20za, 20zb, 20zc, 20zd, 20ze, 20zf, 20zg '22a, 22b, 22c, 22e, 22f, 22g, 22h, .22i> 22j'22k'221 '22m'22n'22〇' 22p, 22q, 22r, 22s, 22t, 22u, 22v, 22x, 22w, 22y, 22z, 22za% 24a, 24b, 24c, 24d, 24e, 24f, 21⁄2, 24h, 24i, 24 j, 24k, 24 b 24m, 24n, 24o, 24p, 24q, 24r, 24s, 24ΐ, 24u, 24v, 24x, 24w, 24y, 24z, 24za, 24zb, 24zc, 24zd 25a, 25b, 25c, 25d, 25e, 25f, 25g, 25n 26a, 26b, 26c, 26d, 26e, 26f, 26g, 26h'26i>26j'26k'261'26m>26n'^^26o, 26p, 26q, 26r, 26s, 261: 26u, 26v, 26x, 26w, 26y, 26z, 26za, 26zb, 26zc, 26zd 27a, 27b, 27d, 27e, 27f, 27g, 27n 28a, 28b, 28c, 28e, 28f, 28g, 28h, 28i, 28k, 28n, 28o, 28p, 28q, 28r, 28s, 28t, 28u, 28v, 28x, 28w, 28y, 28z 28zd storage shelf isolator first rigid plate second rigid plate bolt space elastic member semi-circular plate space misalignment screw inspection 43 93440 1310679 • 29a, 29b, 29c, 29d, 29e, 29f, 29g, 29n 30, 30j, 30o, 30p, 30q, 30r, 30s, 30t, 30u, 30v, 30x, 30w, 30y, 30z, 30zd - 31a, 31e, 31f, 31g, 31h, 31i, 31j, 31k, 31n, 31o, 31p, 31q, 31r, 31s, 31t, 31u, 31v, 31x, 31w, 31y, 31za, 31zb, 31zc • 32 34 36a, 36d, 36e, 36f, 36g, 36h, 36i, 36j, 36k, 36n, 36o 38 ' 38u 39 % 40 42 44e, 44f, 44g, 44h, 44i 46f, 46g, 46h, 46i, 46o, 46p, 46q, 46r, 46s, 46v, 46x, 46w, 46y 48 semicircular component space bottom nut weld rectangular gasket washer snail Cap hole storage rack column top recessed surface flange side bolt receiving hole soldering connection element rack base plate screw bolt hole receiving hole 44 93440 50 1310679 52 thread 54 groove 56 groove slit 58h, 58i, 58ο base plate hole 60h , 60i, 60ο rigid plate holes 62h, 62i, 62〇, 62p, 62q, 62r, 62s, 62v, 62x, 62w, 62y, 6 2zac62zb, • 62zc, 62zd floor screws 64h, 64o, 64p, 64q, 64r, 64s, 64v, 64x, 64w, 64y, 64za plate nuts 66, 66h, 66i, 66j, 66k into the slit 68 j-bolts 70m, 70n , 70q, 70r, 70s, 70x, 70w, 70y, 70za, 70zb, 70zc, 70zd intermediate rigid plate %71 intermediate plate space 74t ' 74u curved upper surface 76u top contact surface 78u first side contact surface 80u second side Contact surface 82u top positioning surface 45 93440 1310679 ·▲ 84u

86u 90o, 90q, 90r, 90s, 90t, 90u, 90w, 90y ' 90za' 90zb' 90zc ' 90zf ' 90zg 92o, 92p, 92q, 92r, 92s, 92t, 92u, 92w, 92y, 92z, 92za, 92zb, 92zc, 92zd, 92zf, 92zg 94o, 94p, 94q, 94r, 94s, 94t, 94u, 94w, 94y, 94z, 94za, 94zb, 94zc, 94zd, 94zf, 94zg 95v, 95x 96za, 96zb, 96zc 97y, 97zd 98y , 98zb 99za, 99zb, 99zc, 99zd 100 102zc First side positioning surface Second side positioning surface Lateral strut sliding bottom spacer Fixed bottom spacer U-shaped limiting element Pillar element Restricting element Elastic coating Support material Arrow top plate 46 93440

Claims (1)

1310679 X. Patent application scope patent application No. 95112793|〇g) Γ喟祀固· (10)&quot;, Λ j'".3 出.1 • Off (used for storage storage on the floor, special, The method includes: 2. 3. a device including a first mounting plate connectable to the storage rack system; a second mounting plate connectable to the floor; and a resilient 7G member that extends between the first and second mounting plates and Alternatively, the first and the second mounting are reversed, such that during the f earthquake event, the first and second mounting plates remain connected to the elastic member and the elastic member is under shear While the first and second mounting plates are movable in substantially parallel planes, the resilient member includes at least one resilient member that is capable of absorbing and dissipating the motion of the formation during seismic events A material made of energy to the storage rack system that causes the storage rack system to move a sufficient distance relative to the floor to reduce the natural frequency of the storage rack system in at least one horizontal direction. The storage shelf isolator of the scope of patent of item i, wherein the frequency of the library system _^ is reduced to approximately 〇·9ΗΖ or less in at least one horizontal direction. For example, the scope of the patent application is Γ ^ ^煜 炙 炙 炙 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I The additional elements of the first paragraph of the patent scope include: - the existence of the fault - in which ''the bomb 93440 amendment 47. 4. Patent Application No. 95112793 (March 98) 1310679 At least two elastic members And an intermediate plate disposed between each of the at least two elastic members. 5. The storage shelf isolator of claim 1, wherein the at least one elastic member is It is made of a group selected from the group consisting of: polyisoprene, polyisoprene mixture, Shishi resin, and butyl synthetic rubber. 6. The storage rack of claim 1 Vibration isolator, JL's to:: elastic structure Made of a damping loss coefficient with a greater than two. - A storage shelf isolator for storage on the floor, including: a first mounting plate that can be connected to the storage rack system; a second mounting plate connected to the floor; and a Si70 member that extends between the first and second mounting plates to be selectively connected to the first and second mounting plates such that during a seismic event, The first and second mounting plates are connected and the elastic member is moved within an internal force of the shearing member. The elastic member comprises at least one of the upper surface members capable of absorbing and dissipating the seismic event material to make the storage rack system Compared with the floor moving charge, the storage 牟 "... The distance of the moving knives is corrected from the line 93440 in at least one horizontal direction. This patent application No. 95112793 (March 98 丨ό曰 ^ 1310679) Rate; and a structure that substantially limits the motion of the elastic element to a horizontal direction. A storage rack isolator according to claim 7, wherein the movement of the elastic member is restricted to the horizontal direction of the structure to allow a limited amount of movement in the other horizontal direction. A storage rack isolator according to claim 7 of the patent application, comprising a structure substantially limiting movement of the elastic member in a vertical direction. A storage rack isolator according to claim 7 of the patent application, comprising a structure in which a substantial element moves in a vertical direction for a limited amount of movement of the bucket in the vertical direction. U. The storage rack isolator of claim 7, wherein the bomb is configured to function primarily in a horizontal direction. The storage rack isolator according to claim 7, wherein the elastic element is configured to function mainly in a horizontal direction, and the structure. A structure that substantially limits the movement of the elastic element in the vertical direction. 13.=Please refer to the storage rack isolator of the seventh item of the patent scope, wherein the selected elastic element will be stored in at least the intrinsic square The frequency is reduced to approximately 0.9 Hz or less. A staggered shelf isolator according to clause 7 of the patent is claimed, wherein the selected = elastic element reduces the frequency of the storage rack system in at least one horizontal direction to about 〇 5 Hz or less. </ RTI> <RTIgt; </ RTI> <RTIgt; </ RTI> <RTIgt; </ RTI> <RTIgt; </ RTI> <RTIgt; </ RTI> <RTIgt; </ RTI> <RTIgt; </ RTI> <RTIgt; </ RTI> <RTIgt; </ RTI> <RTIgt; An intermediate plate between the elastic members. 16. The storage rack isolator according to item 7 of the patent application, wherein the to-bisbic genus is selected from the group consisting of: (4) 丄! Isoprene, polyisoprene mixture, hydrazine and butyl synthetic rubber. 17. The storage rack vibration isolation H,1 in the scope of claim 7 is: the two elastic members have a greater than, one loss coefficient: material 18. A storage rack system installed on the floor, comprising: a plurality of columns Having a distal end movable relative to the floor; and at least one storage shelf isolator; and the coupled vibration isolator includes: coupled to the storage rack system: the member ' extends between the first and second mounting plates and can: : the ground is connected to the first and second Anshang boards, so that during the event, the first and second installations are also connected, and the elastic element is under the shear force;::: The mounting plate can be moved in substantially parallel planes, and the elastic member is sufficient for the energy to be introduced into the 93440 modified storage system by the formation movement during the seismic event. March 1998 (.曰) Moves relative to the floor, and the plurality of columns can move a sufficient distance, so that the storage rack system is at least one water relative to the natural frequency storage system in the direction of the floor movement. 19. The storage rack system of the applicant's patent scope includes a plurality of at least one vibration isolator that is mounted between the end of at least one of the columns and the floor. 2〇. ^Application of the storage rack of item 18 The system further includes the at least one storage rack isolator installed between the end of each of the columns and the floor. 21. The storage rack system of claim 18, comprising at least one storage The vibration isolator 'is installed at least at the end of the column and near the floor. 22. As claimed in claim 18: [the storage rack system of the page, the at least one storage rack isolator is included, the installation thereof The storage rack system of claim 18, wherein the selected elastic element reduces the natural frequency of the storage rack system in at least one horizontal direction to approximately 9.9 Hz or less. The storage rack system of claim 18, wherein the selected elastic element reduces the natural frequency of the storage system in at least one horizontal direction to约约.5Hz or less. 25· The remainder of the application system of claim 18, wherein the elastic element includes: 9344Q amendment 1310679 5 small work / (98 March f〇曰) to V two elastic members; and * at least one intermediate plate disposed between each of the at least two elastic members. The storage rack system of claim 18, wherein the at least: elastic The member is made of a material selected from the group consisting of: polyisoprene, polyisoprene mixture, Shishi resin, and butyl synthetic silicone. _ A as in the patent application (four) Storing (4), wherein the at least | 2 (four) member is made of a material having a damping loss coefficient greater than 〇 1. A storage rack system mounted on the floor, comprising: a plurality of columns having ends that are movable relative to the floor; And at least one storage rack isolator; and the storage rack isolator comprises: a second mounting plate connected to the floor of the storage rack system (4); and Between the first and second rigid plates Extendingly and selectively connecting to the first and second rigid plates such that at the same time the first and second mounting plates remain connected to the elastic cow and the elastic member is under the force of t And the first and second agricultural boards are capable of moving in substantially parallel planes, the elastic member comprising at least one elastic member capable of absorbing and dissipating the seismic event process, the formation movement, and the energy introduced into the storage system The material is made while the plurality of columns are movable relative to the floor. The material causes the shelf system to move a sufficient distance relative to the floor 93440 to modify the patent application of the 1310679 patent No. 95112793, thereby reducing the storage rack system to π:) The natural frequency in the square direction; and a structure that substantially limits the motion of the elastic element to a horizontal direction. 2 9 - The storage rack system of claim 28, wherein substantially the movement of the elastic element limits a limited amount of movement of the structure in one horizontal direction in the other horizontal direction. The utility model of claim 28, wherein the at least one storage* isolator comprises a structure that substantially restricts movement of the elastic element in a vertical direction. The storage rack system of claim 28, wherein the structure that limits movement of the jaw in the vertical direction allows for a limited amount of movement in the vertical direction. Shen. The storage rack system of Clause 28, wherein the elastic members of the at least one storage shelf isolator are configured to function primarily in a horizontal direction. 33. The storage rack system of claim 28, wherein: at least one of the elastic elements of the storage isolator is configured to function primarily in a horizontal direction; and _, 5 'storage The vibration isolator includes a structure that substantially limits the movement of the elastic weir in the vertical direction. 34. If the patent application model is a &amp; + 20-part storage rack system, the complex includes the at least one storage rack for vibration isolation, ~ and between the floors. ...women's patent application to the end of a column of 93440. This patent application No. 95112793 (March 98, ί..) 1310679 3 5. If the patent application scope is 2 8 (Originary March (four) - one storage The Π 存 U U 复 复 至少 至少 至少 至少 至少 至少 至少 至少 至少 至少 至少 至少 至少 至少 至少 至少 至少 至少 至少 至少 至少 至少 至少 至少 至少 至少 至少 至少 至少 至少 至少 至少 至少 至少 至少 至少 至少 至少 至少 至少 至少 至少 至少 至少At the end of at least one of the columns and near the floor. 37. The storage rack system of claim 28, comprising at least one of the storage rack vibration isolators mounted adjacent each of the pillar plates. Please refer to the storage rack system of the scope of the patent, in which the selected dead bombs are reduced by a few pieces to reduce the natural frequency of the storage rack system in at least one horizontal direction to about 0. 9 inches or less. The storage rack system of clause 28, wherein the selected elastic element reduces the natural frequency of the storage rack system in at least one horizontal direction to about 0.5 Hz or less. | 40. Storage as in claim 28 Rack, system, among them, The elastic member includes: at least two elastic rubber members; and at least one intermediate plate disposed between each of the at least two elastic members. 41. The storage rack system of claim 28, Wherein, the at least one elastic member is made of a group selected from the company (4)/: polyisoprene, a mixture of polyisoprene, an anthracene resin, and a butyl synthetic rubber. 93440 Amendment 54 1310679 Patent Application No. 95112793. 42. The library storage system of claim 28, wherein %3ΐτ is made. Material having a damping loss coefficient greater than 0.! 43. f The storage of item 28 includes at least --', and Ann is attached to the end of at least one of the legs 9344G Revision 55