1330678 九、發明說明： 【發明所屬之技術領域】 係關於具有儲存 本發明係關於儲存架系統，詳言之， 架隔振器之儲存架系統。 【先前技術】 商業和工業用儲存架系統設計用於容納多種不同大 小、形狀和重量的產品和材料。雖然它們在結構上有所差 •鲁異’但儲存架系統通常包括―系列相互連接的鋼柱，每個 鋼柱均被支樓在一個實心地板上，例如大型混凝土板上。 支柱（brace)通常穿過相鄰的成對鋼柱安置。穿過成對的支 柱安裝的架子（shelving)或者托板（paliet)通常容納要存放 的產品或者材料。鋼柱承受存放的產品或者材料的重量並 將上述重量傳遞至每個鋼柱底部的基架，並從基架傳遞到 上方安裝有柱子的地板。 儲存木系統可以安置在位於各個地區的室外區域、工 φ廠倉庫和大型箱子零售店處。在其中一些地區，儲存架 系統將遭受由地震產生的潛在巨大地震力。雖然儲存架系 統可以承受由低度及中度等級地震力所產生的振動，但是 較強等級的地震力將導致儲存架系統損壞或者致使產品或 者材料從存放它們的架子或者托板土掉落。 【發明内容】 外館存架系統-般具有多個安裝在地板上的柱子，並且 又置成具有多個儲存層的框架狀伽邮收e)結構。大多數 儲存架系統的設計均使支架在第一水平尺寸（first 93441 5 1330678 -ί "入滑動基座墊片和固定基座墊片之間。包括滑動基座墊片 和固定基座墊片的柱支撐組件的各種不同組合方式都是可 能的。這類柱支撐組件可以包括可連接至該柱對下端的單 一滑動基座墊片與在兩個柱子之下並且在它們之間延伸的 .固疋基座墊片。在另一種變化例中，這類柱支撐組件可以 包括可連接至第-柱對中每個柱子下端的兩個滑動基座塾 片。在這種情況下，固定基座墊片可為足夠長，以在兩個 柱子下方和之間延伸，或者每個柱子可以有獨立的固 •座墊片。 在這類固定基座墊片和滑動基座墊片都裝配在兩個柱 之下和之間的柱支撐組件的實施例中’安裝在該兩個柱子 之間的地震吸收和消散結構將具有可以連接至滑動基座塾 月頂部的第-構件。至少—個„(fastening)構件連接在 第二構件上並且連接在固定基座W上，以將第二構 接至地板上〇 丨在地震事件中將第一柱對的移動限制在第二水平方 上的機械限制裝置可以是任何期望的設計。順帶舉例，它 可以具有限制地震吸收和消散結構移動的構造、限制柱 撐組件移動的構造或者同時具有這兩種構造。一些實施 包括了限制儲存架隔振器垂直移動的機械元件。在一此訾 施例中’地震吸收和消散結構在橫向支柱處連接ς =統，其中該橫向支柱係在第二水平尺寸上橫向連接儲子. 存架系統的至少兩個柱子。 任何具有可連接至第一柱對之間的儲存架系統的第一. 93441 7 1330678 構件和可連接至地板的第二構件的地震吸收和消散結構都 可以根據本發明進行使用。在一個較佳的實施例中，第一 構件包括可連接至儲存架系統的第一剛性板（加响 plate)，並且第二構件包括可連接至地板的第二剛性板 (second rigid plate)。至少一個彈性構件係在第一和第二剛 性板之間延伸。該彈性構件係可操作地連接在第一和第二 剛性板上，以便在地震事件中第一和第二剛性板保持連: 在至少-個彈性構件上，同時第一和第二剛性板能夠在實 質上彼此平行的平面内移動。該至少一個彈性構件由能夠 吸收和消散地震事件中地面移動能量的材料構成。在該裝 ST的：變化例中、，有至少兩個在第一和第二剛性板之^ 性谨杜性構件’並且至少一個中間板設置在至少兩個彈 性構件的母兩個彈性構件之間。 可連接至館存㈣、統的第—構件和可連接至地板的第 不必要須彼此輕接以使它們成為合要求的地震振 ’的實施"！散結構’例如在包括摩擦擺(friction pendulum) 構還充當’地震振動吸收和消散結 水平尺寸上可 組件上。地震=以的_ 儲肩散、、，。構的第一構件係為連接在 結構的一個滑動元件，震振動吸收和消散 片為具有至少-個凹形表面的固定基座墊. 動讀和滑動基座塾片.係安置於該凹形表面上。 震事件中，機械限制裝置進—步將柱子的移動限制在 93441 8 1330678 固定基座墊片尺寸。 振動吸收和消散結構包括如本文 。地震振動吸收和消散結構還可 有次級阻尼的直線軸承（Hnear 其他可以接受的地震 所述之安裝有彈簧的裝置 以安裝有如本文該的具 bearing)。 p將任㈣存架隔振㈣實施例安裝在現有之儲存1330678 IX. Description of the invention: [Technical field to which the invention pertains] relates to storage rack systems in which the present invention relates to a storage rack system, in particular, a vibration isolator. [Prior Art] Commercial and industrial storage rack systems are designed to accommodate a wide variety of products and materials of varying sizes, shapes and weights. Although they are structurally poor • Rare's, the storage rack system usually consists of a series of interconnected steel columns, each of which is supported on a solid floor, such as a large concrete slab. Braces are typically placed through adjacent pairs of steel columns. Shelves or pallets installed through pairs of struts typically contain the product or material to be stored. The steel column is subjected to the weight of the stored product or material and the weight is transferred to the pedestal at the bottom of each steel column and from the pedestal to the floor on which the column is mounted. The storage wood system can be placed in outdoor areas in various regions, in the factory warehouse and in large box retail stores. In some of these areas, the storage rack system will suffer from potentially large earthquake forces generated by the earthquake. While the storage rack system can withstand the vibrations generated by low and moderate levels of seismic forces, a stronger level of seismic force can cause damage to the rack system or cause the product or material to fall from the shelves or pallets where they are stored. SUMMARY OF THE INVENTION A foreign library system generally has a plurality of columns mounted on a floor, and is further configured as a frame-like g-mail e) structure having a plurality of storage layers. Most storage rack systems are designed with the bracket in the first horizontal dimension (first 93441 5 1330678 - ί " into the sliding base gasket and the fixed base gasket. Includes sliding base gasket and fixed base gasket Various combinations of the column support assemblies of the sheets are possible. Such column support assemblies may include a single sliding base gasket connectable to the lower end of the column and below and between the two columns. Solid susceptor shims. In another variation, such a column support assembly can include two sliding base cymbals that can be attached to the lower end of each of the columns of the first column. In this case, fixed The pedestal spacers may be long enough to extend under and between the two posts, or each post may have a separate solid seat spacer. These fixed base gaskets and sliding base gaskets are assembled In an embodiment of the column support assembly below and between the two columns, the seismic absorption and dissipation structure mounted between the two columns will have a first member that can be attached to the top of the sliding base. At least - „(fastening) component a mechanical restriction device attached to the second member and coupled to the fixed base W to connect the second structure to the floor to limit the movement of the first pair of columns to the second horizontal level during an earthquake event may be Any desired design. By way of example, it may have a configuration that limits the movement of the seismic absorption and dissipation structures, a configuration that limits the movement of the pillar assembly, or both. Some implementations include machinery that limits the vertical movement of the storage isolator. In this embodiment, the 'seismic absorption and dissipation structure is connected to the lateral strut, wherein the lateral strut is laterally connected to the reservoir in a second horizontal dimension. At least two columns of the storage system. Any A seismic absorption and dissipation structure having a first. 93441 7 1330678 member connectable to a storage rack system between the first pair of columns and a second member connectable to the floor can be used in accordance with the present invention. In an embodiment, the first member comprises a first rigid plate (reverberated plate) connectable to the storage rack system, and the second member comprises a connectable to the floor a second rigid plate. At least one elastic member extends between the first and second rigid plates. The elastic member is operatively coupled to the first and second rigid plates for the event of an earthquake event One and the second rigid plate are held together: on at least one of the elastic members, while the first and second rigid plates are movable in planes substantially parallel to each other. The at least one elastic member is capable of absorbing and dissipating ground in a seismic event a material composition of the moving energy. In the variant of the ST, there are at least two of the first and second rigid plates and at least one intermediate plate is disposed on the at least two elastic members Between the two elastic members of the mother. The first member that can be connected to the library (4), and the first member that can be connected to the floor need not be connected to each other to make them the implementation of the required seismic vibration. The bulk structure' can be applied, for example, to a friction pendulum structure that also acts as a 'seismic vibration absorbing and dissipating junction horizontal dimension. Earthquake = by _ shoulders scattered,,,. The first member of the structure is a sliding member connected to the structure, and the shock vibration absorbing and dissipating sheet is a fixed pedestal pad having at least one concave surface. The movable reading and sliding base cymbal are disposed on the concave shape. On the surface. In the event of a shock, the mechanical restriction device further limits the movement of the column to 93441 8 1330678 fixed base gasket size. Vibration absorbing and dissipating structures are included herein. The seismic vibration absorbing and dissipating structure may also have a secondary damped linear bearing (the spring-loaded device described in other acceptable earthquakes in Hnear to be fitted with a bearing as described herein). p will (4) shelf vibration isolation (four) embodiment installed in the existing storage
::建’可以結合任何儲存架隔振器實施例設 、儲存架系統。但不論是在哪種情況下，都必須考 慮儲存㈣統的極限設計㈣和时 造 及館存架隔振n的數目都將基於本文該參數的需要 化。 本領域技，人員將了解到’本發明可以為不同於所示 可用各施例’ m繞錯存架隔振11的詳細結構 進行改變，且並不會背離本發明範圍。據此， =將本案之圖式和說明書考慮為包括不背離本發明精神 •和靶圍的種種儲存架隔振器之等效物。 【實施方式】 參照圖式，其中一些參照元件符號係在所示及所描述 的數個圖式和實施例中用於指示相同或對應部分。在特定 $施例t，對應部分錢帶小寫字母的元件符號標示，並 于圖式中顯示的對應部分中的變化例進行了描述。應當理 解’實施例中的-般變化可以進行互換，這並不背離:發 明0 第1圖係顯示配備有儲存架隔振器20a的一般的四柱 93441 9 垂直框架儲存架系統，其中儲存架隔振器20a將在下 地說明。每個儲存架系統都具有基於其結構如: 二=立的固有頻率(naturaI frequency)。儲存架系統的 】：頻率還與它的剛性(stiffness)相關，並係指出在地震事 的二存ί系統將如何反應。一般未裝備有儲存架隔振器 的垂直框架儲存架系統在各個方向上的彈性並不一致 存架系統一般在第一水平尺寸上彈性較大(即 匕們/、有較低的时頻率），第-水平尺寸通常與下通道方 。（亦即沿通道平行於儲存架系統的長度方向卜致，並由 且表不’而在第二水平尺寸上彈性較小(即它們 ^有較南的固有頻率），第二水平尺寸通常與橫向通道方向 (ρ垂直於由儲存架系卿成的通道的方向）—致，並 =箭頭1 〇表示。已經確定的是，由Ridg-u-Rak公司（位於 、國東北部的賓夕法尼亞州（Pennsylvania))生產的一般 ^框架式儲存架系統在下通道方向具有約G.9 Hz的固有頻 ::在橫向通道方向具有約咖的固有頻率。可以預期 η疋大夕數直立框架式儲存架系統均為類似設計並且係 同樣地在橫向通道方向上更為堅固。 在地震事件中，儲存架系統會振動以抵消來自地面移 斤施加^壓力’使得儲存架系統將回應地震而搖擺和設 辟動這二振動會損害儲存架系統，並且會導致存放在 ^架架子上的物品從健存表面掉落，而形成對附近任何 、s在危險傳送給儲存架系統的振動係取決於地震強 又和儲存㈣統距離地震震央的距離而增強。但是當地震 93441 10 ^事件施加的振動頻率大於1·5Ηζ時， is.- 、而強烈地震就能損壞它們》 •為了 H 統的时料料㈣震事件的影響。 =二=，必須在不降低其穩定性和強度的情況 六“存 供額外的彈性。這可以透過基本伴持儲 ^。且有地_連接地板的方式來實 :地板:隔離和消散結構的儲存架隔振器係作用 和儲存架系統之間的接觸面，其中該地震振動隔離 的第二=係：有連接到地板的第一構件和連接到儲存架 #使儲存㈣統以某财 振器上而非直接連接在地板上。 ㊣料“ 統之=:===固有頻率降低至降低儲存架系 μ 存 存架上的物品不會掉落的程度。較 將儲存架系統的固有頻率降低至小於約0.9 ΗΖ，或 頻至小於約。·5ΗΖβ可根據欲達到的目標固有 種彌至的子糸統上的預期最大負荷，而選擇能夠達到這 種頻率的儲存牟陪括 ^ 通道方Μ所述’一般儲存架系統在下 收方向的固有頻率通常為〇 9 Ηζ左右，因 :儲存架系統在此方向上的固有頻率。然而，在下： 加阻尼將是有益的。儘管如此，較佳的儲存 ^ 低儲存架系統在橫向通道方向上的固有減 率，同時對下i甬指古a ^ J u令頻 方向上的儲存架系統剛性有最低的影響。 93441 11 1330678 - 一種降低儲存架系統固有頻率的方法是使儲存架系統 在地震事件中回應地面移動而移動。這種移動（或者力順 (compliance)係增加儲存架系統的總體彈性，並用來消散由 地震施加到儲存架系統的能量。然而，在此移動期間儲存 架系統文到的加速還將傳送到儲存在架子上的物品，如果 該物品沒有繫住在儲存架架子丨，就會杨品可能從支架 掉落的危險。因此，在橫跨地震範圍的儲存架隔振器的設 計中’另-個要考慮的因素是控制儲存架系統的加速度， 着使得充分移動得以完成崎㈣有頻率，_加速度限度 不超過物品掉落支架的限度。 又 地震期間由地面移動施加給儲存架系統的能量的消 散’係透過能量吸收和能量耗散得以完成，該能量吸收由 於隔振器的移動而實現，該能量耗散由於健存架系統回應 地震移動時之遲滯損失（hysteresis 1qss)和/或次級摩擦 (secondary friction)而實現。在沒有儲存架隔歸的儲存^ .系統中，在地震期間施加到儲存架系統的能量會被直接傳 送至儲存架系統。由於這種能量沒有去處，因此沒有儲存 架隔振器的儲存㈣統將遭受顯著的損害。然而，在農備 有儲存架隔振器的儲存架系統中，此能量的大部分被用來 引起儲存架系統移動。因此，在地震事件中儲存架系統 移動的能力係做為主要的麁量耗散因素。 —為了在地震事件中實現此移動不能將儲存架系統固 疋—地板上’而必須使之回應地震振動。必須對這種移動 進订控制和指引’以便最有效地降低儲存架系統的固有頻 93441 12 1330678 來自地面的振動’同時不允許加速度高至使物品 、洛”子的&度。可以提供這些需要的儲存架隔振器是可 X變化的’並且可以包含多種不同的技術和方法。但是， 係將儲存架隔振器設置於基本上在儲存架系統的 ^存㈣統彈性較小的苐二水平尺寸方向的柱之間 儲存架隔振器安裝於基本上在柱之間而不是在柱之下，之 =味者不必對多種儲存架隔振器進行設計以使它們承受儲 予架糸統重量。這降低了對錯存架隔振器的磨損。這還使 2們更易於存取和維修，因為可以將單獨的儲存条隔離 斋早7G的地震隔振和消散結構除去或者替換而不必將 架系統從地板上升起。 存架=二=::將:發明原理應用於多_ 和°又汁的實施例。顯不於第1至ό圖中的儲 2隔振H具體實施例是本㈣原理應用的例示性說明。 知虽理解’在此公開的任何實_及其等效者 相似的運作。 J ^ 第1圖表示包括四個柱子14的一般 系統13。每對柱子14中的柱子透過許多橫向支柱者 ^支樓橫梁η彼此連接.。這產生了許多可以將架子或者 儲存平台安襄於其上的儲存層。為簡單起見，這些平 沒有顯示’但是應當理解，本發明適用於ΐ種 多種儲存平台的設計。儲存架系統η的設計使得 儲存架在下通道方向12之固㈣性較大 向ίο之时祕較小。 93441 13 1330678 每個柱子14都與使柱子能夠在地板上移動的柱支撐 組件連接在一起。在第1圖所示的實施例中，柱支撐組件 由與每個柱子14下端連接的滑動基座墊片3〇a組成。滑動 基座墊片30a座設於與地板連接的固定基座墊片32a上。 •滑動基座墊片30a在固定基座墊片32a上是可移動的。為 了使儲存架柱子14移動，必須要考慮摩擦力。為了使停留 在一表面上的物體在該表面上滑動，需要一定的力。如果 鲁推動物體而該物體不移動，這就是靜摩擦&，該靜摩擦係 平衡施加在物體上的作用力。當施加一定量的作用力後物 體才會移動，則將其定義為最大靜摩擦力fs max。換言之， 為了使物體滑過水平面，必須要克服一個水平力。該力 fs，max係定義為： 其中心{靜摩擦係數，Fn是物體施加在表面上的法向^ (崎mal force)，或者當適用於館存架系統時，以在地相 >上的儲存架系統的重量，包括其承载重量。 靜摩擦係數# s取決於兩個物體接觸的表面的性質，或 :::用於儲存架系統時’心取決於儲存架系統和地板接 :的表面的性質。靜摩擦係數越低，使物體在表面上滑 =需要的作用力fs，max就越低。例如，鋼質滑車在鋼桌 數將比橡膠塊在乾硬混凝土地板上有更小的靜摩擦係 為了使健存架系統在地震事件中自由地移動， 儲存架系統和地板之間的靜摩擦力U作用力不應 93441 14 儲存架隔振器2〇a進行讯呌 ^ 小的橫向通道方向心動並：！得儲存架系統沿彈性較 -的具體實至6圖的儲存架隔振器 施例或者其等效者都樣^的。任何其他在此所述實 子u與在儲存架系統彈:^第2圖表示具有六個柱 每兩個柱子丨4之間的儲 道方向1〇上安裝在 3圖表示具有八個柱子==a的儲存架系統。第 道方向H)上在每列柱子中最!^架系統彈性較小橫向通 :广間安裝有儲存架隔振;：::: 儲存架系統限制為如第2至 的储存木系統。不必將 4圖表示且右-引 圖所不之兩個平行柱列。第 圖，每:儲=個都= 上安裝在柱子在彈性較小橫向通道方向W 有四個四柱列的十六曰柱H存架隔振器咖。第5圖表示具 存架系統都具有在彈==統的截面俯視圖，每個儲 列柱子中前兩個柱子通道方向10上安裝在每 振器20a。 固柱子14之間的儲存架隔 方向的6五^，_存架系統彈性較小的橫向通道 安裝在每對相鄰柱子視圖。…表示 存架系統的特性，館存架隔振 ：决：特- 彈性較小的橫向通道方向的每兩._+ ^ 一疋要在 •便可以達到充分的地震阻尼，而在本文 93441 17 1330678 :述參數範圍内時，則只要所有的柱子在地板上都可移 動，便可以使用較少的儲存架隔振器單元施。例如 =圖表示=存架隔振器2Ga安裝在每兩個柱子之間的五 柱二’第6B圖表示僅僅具有三套儲存架隔振器施的類 Γ:類和6D圖表示僅僅帶有兩個儲存架隔振器 ，其中，存架隔振器2。“立於每個 2端柱子U和與之相鄰的柱子14之間。在第从至奶圖 I承古^子14與柱支频件相連，這使得它們㈣在一個水 平方向上移動。第6C圖表示滑動基座塾片3〇a和固定基 j塾片32&不必延伸穿過柱列中的每個柱子μ以及不必在 個柱子14下延伸。第三柱係安裝在包括配置在固 二塾；i32f上的滑動基座㈣道的柱支撐 :上’該固定基座墊片從的尺寸係限定於在地震事件中 柱子將移動的預定區域内。 應¥對要把儲存架隔振器安裝 性能進行研究，以確定其裝:用其上上== 的類型、數目和組合。雖然僅僅必須使某些參數 儲存架糸統的固有頻率）最小化，但是各種儲存架隔 施例都具有應當考慮的利弊特性。 、貫 哭：示了用於儲存架系統的儲存架隔^:: Construction can be combined with any storage rack isolator embodiment and storage rack system. However, in either case, the limit design (4) of the storage (4) system and the number of vibration isolations n of the building and the rack must be considered based on the requirements of this parameter. It will be appreciated by those skilled in the art that the present invention may be modified in a manner different from the detailed configuration of the various embodiments of the present invention, and does not depart from the scope of the present invention. Accordingly, the drawings and specifications of the present invention are considered to include equivalents of various storage rack isolators that do not depart from the spirit of the present invention and the target. [Embodiment] Referring to the drawings, some of the reference numerals are used to indicate the same or corresponding parts in the several figures and embodiments shown and described. In the specific $example t, the corresponding part of the money is marked with a lowercase letter, and the variation in the corresponding part shown in the drawing is described. It should be understood that the general variations in the embodiments may be interchanged without departing from the invention: FIG. 1 shows a general four-post 93441 9 vertical frame storage rack system equipped with a storage rack isolator 20a, wherein the storage rack is separated The vibrator 20a will be described below. Each storage rack system has a natural frequency (naturaI frequency) based on its structure. The storage system's 】: frequency is also related to its stiffness, and indicates how the two systems in the earthquake will react. The vertical frame storage rack system, which is generally not equipped with a storage shelf isolator, is elastic in all directions and the inconsistent storage system generally has a greater elasticity in the first horizontal dimension (ie, we have a lower time frequency). The first-horizontal size is usually the same as the lower channel side. (ie, along the length of the channel parallel to the length of the storage rack system, and by and not 'and less elastic in the second horizontal dimension (ie they have a more natural frequency), the second horizontal size is usually The direction of the transverse channel (ρ is perpendicular to the direction of the channel formed by the storage system), and = arrow 1 〇 is indicated. It has been determined by Ridg-u-Rak Company (located in Pennsylvania, northeastern part of the country) Pennsylvania)) The production of the general ^ frame storage rack system has a natural frequency of about G.9 Hz in the direction of the lower channel:: the natural frequency of the coffee in the direction of the transverse channel. It is expected that the η疋大夕数立立架式架架系统They are all similar designs and are more robust in the direction of the transverse channel. In the event of an earthquake, the storage rack system will vibrate to counteract the pressure applied from the ground so that the storage rack system will oscillate and set up in response to the earthquake. These two vibrations can damage the storage rack system and can cause items stored on the shelf to fall from the surface of the shelf and form any danger to the nearby storage system. The dynamic system is enhanced by the strong earthquake and the distance from the seismic center of the storage (4). However, when the vibration frequency applied by the earthquake 93441 10 ^ event is greater than 1.5 ,, is.- and strong earthquakes can damage them. H system's time material (four) the impact of the earthquake event. = two =, must not reduce its stability and strength in the case of six "existing additional flexibility. This can be through the basic companion storage. And there is ground _ connected to the floor The way to achieve: the floor: the isolation and dissipation structure of the storage isolator and the contact surface between the storage rack system, wherein the seismic vibration is isolated by the second = system: there is a first component connected to the floor and the connection Go to the storage rack # so that the storage (4) is connected to the floor on a certain vibrator instead of directly connected to the floor. It is expected that "the system =====the natural frequency is reduced to reduce the storage rack system μ. The items on the storage rack will not fall. The degree of fall is lower than the natural frequency of the storage rack system to less than about 0.9 ΗΖ, or to less than about 5. 5 ΗΖ β can be selected according to the expected maximum load on the sub-system of the target species Reach this The frequency of storage 牟 ^ 通道 ' ' ' ' ' ' ' ' ' ' ' 一般 一般 一般 一般 一般 一般 一般 一般 一般 一般 一般 一般 一般 一般 一般 一般 一般 一般 一般 一般 一般 一般 一般 一般 一般 一般 一般 一般 一般 一般 一般 一般 ' ' ' ' However, it is beneficial. However, the preferred storage system has an inherently reduced rate in the direction of the transverse channel and has the lowest impact on the rigidity of the storage system in the direction of the lower direction. 93441 11 1330678 - A method of reducing the natural frequency of a storage rack system is to move the storage rack system in response to ground movements during an earthquake event. This movement (or compliance) increases the overall resiliency of the storage rack system and is used Dissipate the energy applied by the earthquake to the storage rack system. However, the acceleration of the storage system during this movement will also be transferred to the items stored on the shelf, and if the item is not attached to the shelf, the product may fall from the stand. Therefore, in the design of the storage rack isolator across the seismic range, another factor to be considered is to control the acceleration of the storage rack system, so that the full movement can be completed (4) with frequency, and the _ acceleration limit does not exceed the item. The limit of the drop bracket. The dissipation of energy applied to the storage rack system by the ground during the earthquake is accomplished by energy absorption and energy dissipation, which is achieved by the movement of the vibration isolator, which responds to the earthquake due to the storage rack system. This is achieved by hysteresis loss (qss) and/or secondary friction during movement. In a storage system where there is no storage shelf separation, the energy applied to the storage rack system during the earthquake is transmitted directly to the storage rack system. Since this energy is not removed, the storage without the shelf isolator will suffer significant damage. However, in a storage rack system with a storage rack isolator, most of this energy is used to cause the storage rack system to move. Therefore, the ability of the storage rack system to move during an earthquake event is a major factor in dissipating energy. - In order to achieve this movement in an earthquake event, the storage rack system cannot be fixed on the floor and must be responsive to seismic vibrations. The movement control and guidance must be made for this movement to most effectively reduce the natural frequency of the storage rack system 93441 12 1330678 from the ground's vibration 'while not allowing the acceleration to be high enough to make the item, Lo". These can be provided The required storage rack isolator is X-variable and can contain a variety of different techniques and methods. However, the storage rack isolator is placed in a substantially less flexible raft of the storage rack system. The storage rack isolator between the two horizontally sized columns is mounted substantially between the columns rather than under the column. It is not necessary for the various storage rack isolator to be designed to withstand the storage frame. This reduces the wear on the stray absorber. This also makes it easier for the 2 to access and repair, because the separate storage strip can be isolated or replaced by the 7G seismic isolation and dissipation structure. It is not necessary to raise the rack system from the floor. Storage rack = two =:: Will: The principle of the invention is applied to the embodiment of the multi-_ and ° juice. The storage 2 is not shown in the first to the first embodiment. Is this (four) principle application Illustrative description. It is understood that the operation of any of the real and its equivalents disclosed herein is understood. J ^ Figure 1 shows a general system 13 comprising four columns 14. The columns in each pair of columns 14 pass through a number of lateral directions. The pillars yoke beams η are connected to each other. This creates a number of storage layers on which the shelves or storage platforms can be mounted. For the sake of simplicity, these slabs are not shown 'but it should be understood that the invention is applicable to scorpions The design of the various storage platforms. The design of the storage rack system η makes the storage rack in the lower channel direction 12 solid (four) greater to the time of the ίο. 93441 13 1330678 each column 14 and the column can be moved on the floor The column support assemblies are coupled together. In the embodiment illustrated in Figure 1, the column support assembly is comprised of a sliding base gasket 3〇a coupled to the lower end of each of the posts 14. The sliding base gasket 30a is seated in The floor is attached to the fixed base spacer 32a. • The slide base spacer 30a is movable on the fixed base spacer 32a. In order to move the storage rack post 14, friction must be considered. The object on the surface slides on the surface and requires a certain force. If Lu pushes the object and the object does not move, this is static friction & the static friction balances the force exerted on the object. When a certain amount of force is applied After the object moves, it is defined as the maximum static friction force fs max. In other words, in order to make the object slide over the horizontal plane, a horizontal force must be overcome. The force fs,max is defined as: its center {static friction coefficient, Fn is The normal force exerted on the surface by the object, or the weight of the storage rack system on the ground phase, including its load weight, when applied to the library system. The static friction coefficient # s depends on The nature of the surface in contact with two objects, or ::: When used in a storage rack system, the heart depends on the nature of the surface of the storage rack system and the floor:. The lower the coefficient of static friction, the slip of the object on the surface = the lower the required force fs,max. For example, a steel block will have a smaller static friction on the steel table than a rubber block on a dry concrete floor in order to allow the storage rack system to move freely during an earthquake event, and the static friction between the storage rack system and the floor. The force should not be 93441 14 The storage vibration isolator 2〇a is used for signaling ^ Small transverse channel direction is dynamic and:! The storage rack system can be sampled along the elastic or more specific storage racks of the 6th embodiment or the equivalents thereof. Any other solids u described here with the system in the storage rack: ^ Figure 2 shows the storage path between the two columns with each of the two columns 丨 4 mounted on the 1 〇 in the figure 3 shows that there are eight columns = =a storage rack system. The direction of the first direction H) is the most in each column! The system is less flexible and transversely connected: the storage rack is isolated from the room;:::: The storage rack system is limited to the storage wood system as in the second to the second. It is not necessary to represent the two parallel columns of the four graphs and the right-lead map. The first figure, each: storage = one = the upper mounted on the column in the direction of the elastic smaller transverse channel W has four four-column columns of sixteen-column H-rack vibration isolator coffee. Figure 5 shows a cross-sectional plan view of the rack system having the in-frame == system, with each of the first two column channels 10 in each of the columns being mounted in each of the vibrators 20a. The storage racks between the solid columns 14 are separated by a 6-5, _ shelf system with a small elastic lateral channel installed in each pair of adjacent column views. ...indicates the characteristics of the storage system, the vibration isolation of the storage rack: DEC: special - every two directions of the transverse channel with less elasticity. _+ ^ A sufficient seismic damping can be achieved at this time, while in this article 93441 17 1330678 : When the parameters are within the range, as long as all the columns are movable on the floor, fewer storage rack isolator units can be used. For example, the figure = the shelf vibration isolator 2Ga is installed between each two columns. The 6B diagram shows that there are only three sets of storage racks. The class and 6D diagrams only have Two storage rack isolator, wherein the storage isolator 2 is stored. "Standing between each of the two-end column U and the column 14 adjacent thereto. The first to the milk figure I is connected to the column frequency member, which causes them to move in a horizontal direction. Figure 6C shows that the sliding base cymbal 3a and the fixed base 塾 32& do not have to extend through each of the columns in the column and do not have to extend under the column 14. The third column is mounted in Solid two 塾; the sliding support of the sliding base (four) on i32f: the size of the upper fixed pedestal spacer is limited to the predetermined area where the column will move during the earthquake event. The vibrator installation performance is studied to determine its type: the type, number and combination of == above it. Although it is only necessary to minimize the natural frequency of certain parameter storage systems, various storage racks are used. All have the advantages and disadvantages that should be considered., Cry: Shows the storage shelf for the storage rack system ^
。。20的一般要未，該儲存架系統安裝在地板上。如 述’-般的儲存架系統具有許多柱子14，並且在第一斤 尺寸(未示出）上彈性較大和在第二水平尺寸1G 小。母個儲存架隔振器20基本上都定位於儲存架系統彈性 93441 18 13JU678 較!的第一水平尺寸1〇上的兩個相鄰的柱14之間。儲存 架隔振器20包括至少-個地震振動吸收和消散結構，該地 震振動吸收和錄結構包括⑽些方式可連接至儲存架系 統的第一構件24和以某些方式可連接至地板的第二構件 26»柱子14被安裝在至少一個柱支撐組件上，以使柱子 14能夠相對於地板移動。在第7圖令，柱支撐組件包括連 接在每個柱子底部的滑動基座墊片30。滑動基座墊片30 放置在固定在地板上的固定基座墊片32上，但是其他柱支 撲^件構造和類型也是可以的，λ中-些會在本文中進行 寸响由於儲存架隔振器2〇設計的固有性質或者藉由併入 機械元件（未不出），而將柱子的移動機械限制在實質上沿 彈性較小的第二水平尺寸10上。 儲存架隔振器20根據能量消散原理起作用，該能量消 散:、透過由於隔振器20移動而產生的能量吸收以及透過 遲神·損失或者黏滯阻尼（visc〇us 和次級摩擦阻尼 而，換言之，在地震事件中，一些傳送至儲存架系統 的能量沒有被吸收，但是經儲存架隔振器2〇的地震振動吸 收和消散結構的適當運作而消失。上述阻尼損耗由地震振 :吸收和消散結構的物理性能所引起，該物理性能包括黏 滯阻尼c或者具有阻尼剛性（dampingstiffness)K"和彈簧 :，（spring stiffness)K的遲滯阻尼。黏滯阻尼^是指振動 能量隨時間或者距離的消散。彈簧剛性〖是可以應用於結 構或者材料的通用術語，並且泛指主體對偏斜或者偏移的 抵抗! 生材料或者主體越硬，偏斜或者偏移它所需要的作 93441 19 1330678 用力就越大。在地震事件中，克服柱支樓組件摩擦力以移 動儲存架系統所需要的能量也有助於黏滞阻尼和彈菁剛性 的計算。多_存架隔振器2G設計中這些性能的組合使得 許多種可能設計都滿足地震隔振器的需要。 f 8圖表示在儲存架系統彈性較小的第：水平尺寸 t連接在—對相鄰柱子14上的地震隔振器咖。地震隔振 益20是-整體化的地震隔振裝置，它適用於現有儲存架系 癱統，並不需要對儲存架系統進行顯著改造。 藉由比較第8圖與第9圖可以得到很好地理解，每個 儲存架隔振器20a都包括多個振動吸收和消散結構，該振 動吸收和消散結構包含可連接至儲存架系統 可連接至地板的第二構件。在此案例中，振動吸收和消散 結構是彈性元件22a，連接至儲存架系統的第一構件是第 -剛性板24a’而連接至地板的第二構件是第二剛性板 26a。每個彈性元件22a都可操作地連接至第—和第二剛性 #板24a和26a’使得地震事件中第一和第二板2乜和2以 ^然連接在彈性元件22a上，同時第—和第二板％和仏 月b夠在實質上彼此平行的平面内移動。 纟此實施例中’每個彈性元件22a都由三層壓彈性構 件28a組成，在彈性體層28a之間設置有中間板他 性構件28a係藉由黏性材料（未示出）固定至第一和第二板 和26a以及中間板36a之適當位置。黏性材料形成相 虽大的束缚力，即使當儲存架隔振器施受到相當大的外 力時’都足以防止第一和第二剛性板24a和施以及中間 93441 20 1330678 板36a與彈性構件28a脫離。適當的膠黏劑包含. . Typically, the storage rack system is installed on the floor. The storage rack system as described has a plurality of columns 14 and is relatively elastic on the first kilogram size (not shown) and small on the second horizontal dimension 1G. The mother storage rack isolator 20 is substantially positioned between the storage rack system elastic 93441 18 13JU678 and the two adjacent columns 14 on the first horizontal dimension 1 !. The storage rack isolator 20 includes at least one seismic vibration absorbing and dissipating structure including (10) a first member 24 connectable to the storage rack system and a portion connectable to the floor in some manner Two members 26»pillars 14 are mounted on at least one of the column support assemblies to enable the columns 14 to move relative to the floor. In Figure 7, the column support assembly includes a sliding base gasket 30 attached to the bottom of each column. The sliding base spacer 30 is placed on the fixed base spacer 32 fixed to the floor, but other column support configurations and types are also possible, and some of the lambdas will be in this case due to the storage shelf. The inherent properties of the vibrator 2〇 design or by incorporating mechanical components (not shown) limit the movement of the column to a second horizontal dimension 10 that is substantially less elastic. The storage rack isolator 20 acts according to the principle of energy dissipation, which dissipates energy absorption through the movement of the isolator 20 and through hysteresis loss or viscous damping (visc〇us and secondary friction damping). In other words, in the event of an earthquake, some of the energy transferred to the storage rack system is not absorbed, but disappears through the proper operation of the seismic vibration absorption and dissipation structure of the storage rack isolator 2. The above damping loss is caused by seismic vibration: absorption And the physical properties of the dissipative structure, including viscous damping c or damping damping K" and spring: (spring stiffness) K hysteresis damping. Viscous damping ^ refers to vibration energy over time or Dissipation of distance. Spring stiffness is a general term that can be applied to structures or materials, and refers to the resistance of the body to deflection or offset! The harder the material or body is, the more skewed or offset it is needed 93441 19 1330678 The greater the force, the energy required to overcome the friction of the column slab assembly to move the storage rack system during an earthquake event It also contributes to the calculation of viscous damping and elastic stiffness. The combination of these properties in the 2G design of the multi-storage isolators makes many possible designs meet the needs of seismic isolators. Figure 8 shows the elasticity of the storage system. The smaller: horizontal dimension t is connected to the seismic isolator on the adjacent column 14. The seismic isolation is a holistic seismic isolation device that is suitable for existing storage systems and There is no need to make significant modifications to the storage rack system. It is well understood by comparing Figures 8 and 9, each storage rack isolator 20a includes a plurality of vibration absorbing and dissipating structures that absorb and dissipate The structure includes a second member connectable to the storage rack system connectable to the floor. In this case, the vibration absorbing and dissipating structure is an elastic member 22a, and the first member connected to the storage rack system is a first rigid plate 24a' The second member to the floor is a second rigid plate 26a. Each of the resilient members 22a is operatively coupled to the first and second rigid # plates 24a and 26a' such that the first and second plates 2 and 2 in the seismic event ^然On the elastic member 22a, at the same time, the first and second plates % and the moon b are movable in planes substantially parallel to each other. In this embodiment, 'each elastic member 22a is composed of a three-layered elastic member 28a, An intermediate plate member 28a is disposed between the elastomer layers 28a and is fixed to the first and second plates 26a and 26a by a viscous material (not shown). The viscous material is formed in a large phase. The restraining force, even when the storage shelf isolator is subjected to a considerable external force, is sufficient to prevent the first and second rigid plates 24a and the intermediate and 93441 20 1330678 plates 36a from being detached from the elastic member 28a. Suitable adhesive contain
Chemlok® 8560F、Cheml〇k<§) 821〇/856〇s 和 Cheml〇k@ 236A(這些膠黏 劑都由Lord公司生產），或者其他適於在彈性體和剛性材 料（例如金屬）之間產生這種相當大束缚力的膠黏劑材料。 可以預期的疋，雖然還可以加入墊圈（wasiier)(例如矩形墊 圈）與延長螺栓或者其他附加螺旋機構，但是彈性體層28& 和第一和第二剛性板24a和26a以及中間板36a之間的束 缚單獨就可以產生充分的結合。 ^該彈性構件由能夠吸收和消散地震事件中地面移動能 置的材料組成。例如，彈性構件28a可以由聚異戊二烯、 聚異戊二烯混合物、丁基橡膠、矽樹脂或者其他重阻尼彈 性體（例如 Corry Rubber Corporation of Corry，PA 生產的 重阻尼彈性體）構成。彈性構件28a還可以由任何可以承受 裝填並且具有期望本文該剛性特性的彈性體材料構成。 儲存架隔振器20a包含柱支稽組件，該柱支撐组件包 括具有足以在兩個柱子14之間和下方延伸的長度的滑動 基座墊片30a和固定基座墊片32a。滑動基座墊片 含多個從滑動基座墊片3〇a上表面向上延伸的螺捲爲。 可以將螺椿58a予以緊配和/或焊接，或將其連接在滑動基 座墊片30a上。將每個螺椿58a對準，從而當苐一剛性 24a定位於滑動基座墊片術上時螺椿％會嵌入第—剛 性板24a的螺椿孔42a中，以及當對儲存架隔振器2 行裝配時，每個螺椿都貫穿和伸出第—剛性板施 面。由此’第一剛性板被固定在具有基架螺帽他的滑動 93441 21 1330678 儲存架隔振器20a固定在地板上’並用基架螺帽56a貫穿 喪入地板的錯定螺栓54a保護在適當位置上。 在地震事件中，限制元件60a用來限制地震振動吸收 和消散結構22a的水平移動，從而產生單向和平行於固定 基座墊片32a的阻尼效應。限制元件6〇a還限制儲存架$ 振器20a的垂直移動。在地震事件中，當限制元件因 為其連接在固定基座墊片32a上而保持固定時，連接在彈 性元件22a上的滑動基座墊片3〇a滑動穿過由限制元件 和固定基座墊片32a形成的通道。地震事件結束時，彈性 元件22a的彈性將促使儲存架系統回復到其起始位置附 近。 如果彈性元件22a損壞，限制元件咖將有助於在各 個方向保護儲存架系統。在相結合之限制元件6〇&和固定 基座塾片m滑動基座塾片30a之間的接觸將降低 任何對儲存架系統的損害。 ，即使限制元件6〇a限制儲存架系統的垂直移動和在彈 =較小的水平尺寸上的移動，彈性元件仏的可壓縮性也 會允許在那些方向上產生-些移動。這在那些方向上提供 了附加振動阻尼和振動隔離並且改善了儲存架隔振器咖 的性能。限制元件60a還用來防止儲存架隔振器受到碰撞。 當例如地震的震動事件發生時，地面移動並且在橫向 ===，騎54a的底部係緊緊固定在嵌入它們 板中，且錯定螺栓％上的基架螺帽^係將 疋土 以固定在地板上。機械限制元件60a係被 93441 23 1330678 鍺存架隔振Hit行選擇以達到上述頻率。這兩個參數都可 以透過基於其靜態和動態模數或者剛性，選擇用 件的彈性體材料而得到解決。 、彈挫70 彈性體材料的靜態剛性可以經由一些係數得到測量， 該係數包括壓縮剛性（compressi〇n siiffn 4丄折 EM … yA\c〇nipression 和 几剪剛性（Shear stiffness)Kshear。壓縮剛性是傾斜彈性體（例 =一橡膠塊）達一垂直距離所需要的作用力的度量，單位為 每英寸的磅數。抗剪剛性Kshear是傾斜一橡膠塊達一特定 ’橫向距離所需要的仙力的量的度量，單位為每英寸 數。 在使得彈性體材料在地震事件中可用於吸收能量的動 態特性中，其中之一是它們產生作用力和異相偏移，使得 能^肖散或者“阻尼，，存在的彈性和無彈性元件。彈性體 固定件的動態特性包含阻尼κ”’將無彈性剛性表示為反映 偏移和由材料施加的後繼作用力之間的“遲滞時間，，，和 彈性剛性Κ, ’表示與材料偏移同相的剛性。阻尼剛性κ” 和彈剛n κ分別疋第7圖中所介紹的黏滞阻尼c和彈簧 剛性K在彈性體材料中的特定應用。阻尼剛性K”和彈性 剛性，’測量單位均是每英寸的碎數。特定橡膠的阻尼損耗 係數是它的阻尼剛性除以它的彈性剛性的比值。 動匕測試设備被用來動態地負載彈性體材料和測量回 應材料的彈簧經該材料的物理特性而減振的程度。橡膠或 93441 25 比0678 〇·ΐ的阻尼損耗係數， 者其他彈性體材料應該具有大於約 亦即 0.1 由^述討論的剛性參數還與彈性體的剛性㈣，該剛性 性叶測定。具體彈性體_性計值越高，它就越堅硬。 如上所述’因為儲存架系統在横向通道方向上相對下 T向上彈性較小，所以必須對彈性體進行選擇，以降 低整個儲存㈣統至少在橫向通道方向上的固有頻率。已 ，計算得出，對於設計最大負荷容量為約40，_】bs並且 彈性較小的橫向通道方向上具有三列柱（每列兩個柱）的 館存架系、统，對整個儲存架系統具有約i，6 0 0】b s / i n總抗剪 剛性的料架隔振器裝置將會把橫向通道方向上的儲存架 固有頻率降低至約06Ηζβ已經確定的是，使上述儲存架 系統的柱子從其靜止位置移動約5英寸錢產生充分的地 震隔離。 對這類儲存架系統的地震測試係已經成功地進行，其 中該儲存架系統係將其40,000 lb.之負載分配在三個支架 柱歹】而該二個支架柱列係在彈性較小的橫向通i£方向上 母列具有兩個柱子。在第8和9圖所示的構造中，兩個儲 存架隔振器係安裝在彈性較小的橫向通道方向上每列的兩 個柱子之間。六儲存架隔振器中的每個都具有約270 lbs/in. 的靜態抗剪剛性，總共约1，600 lbs/in。這種儲存架系統不 會遭f任何損壞並且負載不會掉落支架。儲存架系統的柱 26 93441 j33〇678 :=:制:以應用的錯存架隔振器單元的數目。如 之間以產生適當的效果。 早兀女裝在柱 耗係^ H ί的是，由剛性為約4〇剛性計（d则赠㈣和損 D2000 4AA 415 Α13Ζ；) 組成的彈性元件係適用於具有 Z1) 框架1。，。〇〇镑的儲存架系統。如果約每直立 具有最大〜十査澈-I 成的彈性元件可以用於 系梯載回達約每直立框架2〇，_碎的錯存芊 二確定的是，由剛性為約6〇剛性計 約 0.45 的 丁基轉(ASTMD2〇〇〇4AA 、 彈性元件係適用於最大設計3Z1)組成的 ?η ηηη ^ 負何為、力母直立框架10,000 針對存架系統。應當進行額外的測試以便 m設計負载範圍的各種儲存架決定彈性元件的 叶負載矿圍的=較軟的材料用於跨越儲存架系統最大設 =載^的應用，則可以將附加阻尼併人彈性 ::Π將！變形的錯核或者其他裝置包含入彈性元件 /、他人級阻尼兀件(例如水壓減振器)可以盥隔振 阻尼器併行加入。 ^ 隔振 聚異戊二烯、聚異戊二烯合 體都包括在已經確定符人用：：：物丁基和石夕樹脂彈性. 材料之中。然而，：:=於=元件的-般要求的 料也可能是適當的二=二般付合這些要求的其他材』 内。 ' 在本發明此實施例預期的範圍之 93441 27 1330678 * 亦考慮到適用於本發明此實施例的儲存架隔振器設計 的變化例。在第10圖中，儲存架隔振器20b具有保護柱子 14下端的滑動基座墊片3〇b。雖然在此構造中對柱子Μ 下端的使用係受到了限制，但是本實施例提供了防止柱子 受到側面碰撞的額外保護。 第η圖是另一種儲存架隔振器20d元件的截面圖，在 該元件中，係在兩個第二剛性板26d於限制結構6〇d中相 對彼此稍微偏移的情形下安裝彈性元件22d。此方式會預 ^载彈性元件22d，以增強彈性元件22d使儲存架系：回 f至其起始位置的趨勢。上述預負载係能夠輕易地適用於 文中所述之含有彈性元件的儲存架隔振器的任何變化 、在第12圖中’儲存架隔振器20e在彈性較 10上連接在儲存架系統的橫向支柱16上。在此4 ::中’儲存架隔振器20e包括一對作用於 , '地板之間接觸面的振動吸收和消散結構。 _ 藉由比較第12和13圖可以得到很好的理解 動吸收和消散結構都包括彈性元 2 具有第-剛性板24e、第二剛::彈性元件22’ 性元件取係可操作地連接至第―二和彈以件池。彈 %，使得地震事件中第—和第j第二剛性板24e和 連接至彈性元件22e，同時第笛板2钧和266仍保持 能夠在實質上彼此平行的平 ：性板仏和⑽ 彈性元件办都由兩層彈性元件此案例中，每個 、及成’並在它們之間 93441 28 1330678 it .設置有中間板36e。正如上述實施例一樣，彈性元件 係用膠黏劑固定在中間板36e上。 橫向支柱16係包含銲接於其上的連接構件38e，其銲 接位置係對應於彈性元件22e將被安裝於橫向支柱上的 位置^連接構件38e包含孔39e，該孔39e在裝配儲存架 隔振器20e時與第一剛性板24上的孔4及對準。對連接構 件=8e上的孔3%和第一剛性板孔42e進行定徑，以使它 們容納螺釘50e，該螺釘50e係在連接構件38e和第一剛 •性板24e之間提供連接’並且該螺釘他可以用平板螺帽 52e擰緊定位。螺釘5〇e和平板螺帽52e使得並不需要切 割或者破壞彈性元件22e就可使連接構件38e從第一剛性 板上脫離。雖然第12圖表示具有兩個連接在橫向支柱 16上的振動吸收和消散結構的儲存架隔振器裝置，但是應 當理解，連接在橫向支柱上的振動吸收和消散結構的實際 數目可以根據需要而變化。 ，T' • 振動吸收和消散結構都連接在固定基座墊片32e上， 該固定基座塾片32e係在柱子14之下和之間延伸。第二剛 性板26e包含在四角的孔44e—與固定基座塾片上 的孔對準。把駭螺栓54e的螺紋端？過第二剛性板如 上的孔44e和固定基座塾片32e。將基架螺帽…相對第 二.剛性板26e擰緊，以將第二剛性板仏緊緊地保持在固 .定基座塾片32e和地板上.，其中銷定螺栓的底部係已 被嵌入地板中。 儲存架系統的柱子14下端係安裝到柱支樓組件上。在 93441 29 1330678 32f已:被二第為勹:2圖的實施例-樣’固定基座墊片 僅限於對柱;:限:制震…^ 第15圖表示了另一種變化例，其 的機械限制裝置60g在滑動 谁，器柳 4可以在其中滑動的槽。這種改變限制了柱子14 Γί移Γ從而降低了地震期間儲存架系統傾翻的可能 直方向上提供隔振的機械限制裝置响中 ' 仃一構，以使得柱子14能夠進行一些垂直移動。 了具= 圖二第”圖所表示的實施例不同，第16圖表示 •知、/子“隔振器應的另—實施例，其中只有振動吸 限的移動受到限制，進而將儲存架系統的移動 的第二水平尺寸1G上。在本實施例中，振 收和消散結構在彈性較小的橫向通道方向上10連接 Z存㈣統的橫向支柱16上。地震振動吸收和消散結構 ί^ 對作用於儲存架系統和基板之間接觸面上的彈性元 件22h。在本實施例中，固定基座塾月32h係在儲存架系 統的柱子14的下方和之間延伸。兩個彈性元件22h在連接 構件38h處與橫向支柱16連接，其中連接構件3汕係焊接 到將要沿橫向支柱16安裝彈性元件22h的相應位置。然 而’在本貫施例中，第一剛性板24h係包含一凸緣 (flange)，該凸緣係具有能夠讓限制元件6〇h之一部分組裝 於其中的狹縫。第-剛性板24h具有彈性外層62h以幫助 吸收在地震事件中第一剛性板2 4 h遭受的限制元件6 〇 h的 93441 31 碰&彈性外層62h可以由任何振動吸收材料（如橡膠 寻）裝造。 户。Λ制件6Gh用於保護儲存架隔振器使其免受側面碰 純事件中限制元件6Gh用於將儲存架隔振器篇 =水平移動實質上限制在由方向箭頭1G表㈣-個水平 水平方向係對應於错存架系統彈性較小的橫 == 艮制元件_樣也實質上限制了儲存架隔 = 二垂直移動。儘管限制元件實質上限制了水平地 =方向前項1()的移動，但仍為在該方向 :有其會在下通道方向t傳遞某些附加阻尼:= ==架系統受到向上移動限制，同樣也為健存架 向上的移動留有空間，其會在垂直方向中傳 遞某些阻尼。 〃 | v τ母 :由比較第16和17圖可以报好地理解，限制元件_ 2接到固定基座墊片灿以構成一殼體 置 •地震振動吸收和消散結構。固定基座 ❹中= ]以^壓配，焊接或其他手段連接到Μ基座塾片32h 二剛性板26h定位於固定基座塾月3 合到第二剛性板，螺椿孔二 ===器_時'各螺㈣穿過並伸出第二 U性板26h上表面之上，如篦】 _ 振器咖時，螺椿58h係保持^ …彈……利用螺:或== 93441 32 段（未示進一步固接到螺椿58h上。 較佳方彈性凡件的儲存架隔振器是實現振動隔離的 享冑其他相於儲存架系統的結構能夠在地震 事件中發揮某些優勢。第 展 的摩沖^ $帛18目表不了-相於儲存架系統 不牝、。目的是在彈性較小的橫向通道方向中實質 存架系統移動的同時，減少儲存架系統的固有頻 = 讀摩擦㈣置巾’振動吸收和消散結構的部分 樣疋柱子支撐元件的兩倍。 =比較第18和19圖可以很好地理解，在本實施例 It向純16在儲存架系統彈性較小的橫向通道方向上 t 1於至兩個柱子14。兩個滑動元件爪係連接到橫向支 上各柱子14的下端係安裝到滑動基座墊片30i上。 ★子14和滑動元件爪係設置於固定基座塾片32i上，固 土座墊片32ι具有-個形成凹形坡道的上表面。限制元 件601係焊接到固定基座墊片32i上。 九限制το件60ι係、用於保護滑動元件7〇i使其免受側面 碰撞。在地震事件中，限制元件60i用於將滑動元件70i =水平移動限制於在沿著固定基座塾片切的凹形坡道的 :個由方向箭頭10表示的水平方向上，該方向係對應於儲 子^系統彈性較小的橫向通道方向。限制元件6⑴同樣也 實質上限制了儲存架隔振器20i的垂直移動。此外，限制 元件60ι還限制了滑動元件7〇i沿著方向箭頭所示方向 的移動距離，從而確保了柱子14 +會從固定基座塾片切 上掉落。 93441 33 丄·678 在地震事件中，傳送到儲存架系統的能量係隨著柱子 沿著固定基座墊片32i凹形上表面移動而消散。這種移動 相萬於彈簧剛性K(如第7圖中所示者），並且可以在健存 架系統沿著固定基座墊片32i移動時作為潛在能量損失來 測量。該剛性當量Keq可以用等式的形式表示，如： 〜=年 鲁 其中，x是儲存架移動經過的水平距離，h(x)是儲存架 移動經過的垂直距離，m是儲存架系統的質量，而§是重 力黏π阻尼C ’如第7圖中所示，同樣可以從在克服滑 = = 和滑動基座墊片3〇i接觸面的摩擦办時必需的 月t*里損失中觀察到，其中，滑動基座墊片3〇〗具有固定基 座墊片32i。 儘管限制元件60i實質上限制了垂直於方向箭頭1〇的 移動’但仍為在該方向上的某些移動留有空間，其係於下 ♦通道方向中傳遞額外的阻尼。相㈣，儘管儲存架系統受 到向上移動限制’同樣也為儲存架系統在垂直方向上的移 動留有空間，其係在垂直方向中傳遞某些阻尼。 —疋土墊片3¾的一變化例係如第2〇圖所示，j 固定基座墊片32j的凹形上表面係改變為適合於各個3 分隔碗形區叫。在這種結構中，當儲蝴 謂使柱^發生移動時’由獨立碗形區叫所形成纪 1、第二4能夠移動，同時最小化了儲存架的傾斜 和22圖表示摩擦擺（fHcti〇n penduiu叫的一變 93441 34 在地=二::性元件22kw提供附加的振動阻尼，並 施上:::存架返回它的大致起始位置。在本實 性板说传安横向支柱16上，第二剛 係可操作地與第_和第上二彈性元件饥 中，蚀笙土 乐一叫性板相連，以便在地震事件 連接，_第第^性板糾和施與彈性元件饥保持 μ的平面上移_動72处能夠在基本平行於第二剛性板 十面上移動。在這種情況下，彈性元件22 彈性Γ;Γ:Γ板24k和第二剛性板班相連的單二 效_作备然’上述彈性元件的任一實施例都會很有 第二 :個作為地震振動吸收和消散的機構是彈簧機構。 1 、不了一儲存架振動隔離器2〇^，其 結構包括與儲存架系統相連晴_震= 與24圖可以得職好的理解，在本實施例中， 在儲存架系統彈性較小的橫向通道方向ig上，橫 =連：到兩：柱子14上。彈簧8〇，係安裝在與橫向支 目連的第-板82^和與固定基座板似相連的第二板 84/。限制疋件6〇,係焊接到固定基座整片似上。 事件中，限制元件6〇’係用於限制儲存架隔振 的水平移動，以使阻尼影響基本上為單-方向並平 盯於較基座塾片似，同時，也用於限存 振器聊的垂直移動。彈菁咖隨著儲存架系統的移動而 伸展和壓縮。與第-和第二板似和_目連的元件⑹和 93441 35 1330678 88 /匀別用於限制彈簧8〇 ^經歷的伸展和壓縮範圍。附加的 阻尼可以透過包含如第21和22圖所示的彈性元件來實現。 在地震事件中傳送給儲存架系統的能量隨著彈簧 •的伸展和壓縮而消散。彈簧剛性κ，如第7圖中所示，是 彈簧的物理特性，而可根據特殊應用而選擇適當的彈簧。 可以選擇彈簧結構以提供彈簧的適當彈簧剛性κ。黏滯阻 尼C，如第7圖中所示，也在這種彈簧裝置之必須要克服 才忐使儲存架系統移動的摩擦中被觀測到。在地震事件 中 些傳輸到儲存架系統的能量必須克服在滑動基座墊 片3(U與固定基座墊片接觸面之間的摩擦力以移動儲 存架系統的柱子14。 直線軸承也可以做為如第2 5圖所示的振動吸收和消 散結構而應用於儲存架隔振器中。在本實施例中，儲存架 柱子14係焊接到板9〇m上，而板9〇m係與橫跨兩個柱子 的滑軌（rail)92m相連。滑執92m貫穿一組包括直線軸承 鲁96m的殼體94m。殼體94m係連接到固定基座墊片32m 上。在本實施例中振動吸收和消散結構係同樣是柱子支撐 元件的兩倍。殼體94和直線軸承96係支撐儲存架框架的 全部重量，柱子14係安置在基板上。直線軸承％和殼體 94可以由任一製造廠獲取，例如GGB軸承技術公司 Bearings Technology)。直線軸承96可以用複合聚合體 (composite P〇lymer)製造，或可以包括橡膠和彈性組合物 (elastomeric component)而提供額外的力順和阻尼。在地震 事件中，直線轴承96m使儲存架系統能夠在彈性較小的橫 93441 36 1330678 向通道方向ίο上移動。透過調整直線軸承96切 移動儲存架系統需要的力的大小可以是不同的。、襞配， 本說明書中已參照幾個較佳實施例對本發明 述。對於其他人來說，藉由閱讀和理解前述 丁了插 許多修改例和替代例。本發明可解釋為包 k，的替代例和修改例，只要它們落在附加 圍和這些相專㈣圍之等效者的範_。 ％專利範 【圖式簡單說明】Chemlok® 8560F, Cheml〇k<§) 821〇/856〇s and Cheml〇k@ 236A (all of which are manufactured by Lord), or others suitable for use between elastomers and rigid materials such as metals An adhesive material that produces this considerable binding force. It is contemplated that although a washer (e.g., a rectangular washer) and an extension bolt or other additional screw mechanism may be added, but between the elastomer layer 28 & and the first and second rigid plates 24a and 26a and the intermediate plate 36a Binding alone can produce a sufficient bond. ^ The elastic member is composed of a material capable of absorbing and dissipating ground movement energy in a seismic event. For example, the elastic member 28a may be composed of polyisoprene, a mixture of polyisoprene, butyl rubber, enamel resin, or other heavy-damping elastomer (e.g., a heavy-duty elastomer produced by Corry Rubber Corporation of Corry, PA). The resilient member 28a can also be constructed of any elastomeric material that can withstand the loading and has the desired rigid properties herein. The shelf isolator 20a includes a post bearing assembly that includes a sliding base pad 30a and a fixed base pad 32a having a length sufficient to extend between and below the two posts 14. The sliding base gasket includes a plurality of spiral rollers extending upward from the upper surface of the sliding base gasket 3〇a. The thread 58a can be tightly fitted and/or welded or attached to the sliding base spacer 30a. Each of the bolts 58a is aligned such that when the first rigid portion 24a is positioned on the sliding base gasket, the thread % is embedded in the threaded bore 42a of the first rigid plate 24a, and when the storage rack isolators are attached In 2 rows of assembly, each thread runs through and extends the first rigid plate. Thus the 'first rigid plate is fixed to the slide 93441 21 1330678 with the pedestal nut. The storage shelf isolator 20a is fixed to the floor' and is protected by the stud bolt 54a of the base frame nut 56a through the floor. Location. In the event of a seismic event, the limiting element 60a is used to limit the horizontal movement of the seismic vibration absorbing and dissipating structure 22a, thereby creating a damper effect that is unidirectional and parallel to the fixed pedestal spacer 32a. The limiting element 6A also limits the vertical movement of the storage bin #20a. In the event of a seismic event, when the restraining member remains fixed because it is attached to the fixed base spacer 32a, the sliding base spacer 3〇a attached to the elastic member 22a slides through the limiting member and the fixed base pad. The channel formed by the sheet 32a. At the end of the seismic event, the resiliency of the resilient member 22a will cause the storage rack system to return to its vicinity. If the resilient element 22a is damaged, the restraining element will help protect the storage rack system in all directions. Contact between the combined restraining element 6& and the fixed base cymbal m sliding base cymbal 30a will reduce any damage to the storage rack system. Even if the limiting element 6〇a limits the vertical movement of the storage rack system and the movement in the smaller horizontal dimensions of the magazine, the compressibility of the elastic element 允许 will allow some movement in those directions. This provides additional vibration damping and vibration isolation in those directions and improves the performance of the rack isolator. The restraining element 60a is also used to prevent the storage shelf isolator from colliding. When a seismic event such as an earthquake occurs, the ground moves and in the lateral direction ===, the bottom of the ride 54a is tightly fixed in the plate embedded therein, and the pedestal nut on the wrong bolt % fixes the bauxite on the floor. The mechanical limiting element 60a is selected by the 93441 23 1330678 shelf vibration isolation hit line to achieve the above frequency. Both of these parameters can be solved by selecting the elastomeric material of the part based on its static and dynamic modulus or stiffness. The static stiffness of the elastomeric material can be measured by a number of coefficients, including compression stiffness (compressi〇n siiffn 4丄 EM ... yA\c〇nipression and Shear stiffness Kshear. Compression rigidity is A measure of the force required to tilt an elastomer (eg, a rubber block) to a vertical distance, in pounds per inch. Shear stiffness Kshear is the force required to tilt a rubber block to a specific 'transverse distance' The measure of the amount, in inches per inch. One of the dynamic properties that make elastomeric materials available for absorbing energy in seismic events is that they generate forces and out-of-phase offsets, enabling them to scatter or "damp" , the presence of elastic and inelastic elements. The dynamic characteristics of the elastomeric fixture include the damping κ"', which expresses the inelastic stiffness as the "lag time" between the offset and the subsequent force applied by the material. Elastic rigidity Κ, 'represents the rigidity in phase with the material offset. Damping stiffness κ' and the elastic just n κ respectively 黏 viscous damping c and spring just described in Fig. 7 The specific application of K in elastomeric materials. Damping stiffness K" and elastic stiffness, 'measurement units are the number of pieces per inch. The damping coefficient of a particular rubber is its damping stiffness divided by its elastic stiffness ratio. The dynamic test equipment is used to dynamically load the elastomer material and measure the extent to which the spring of the response material is damped by the physical properties of the material. Rubber or 93441 25 is a damping loss factor of 0678 〇·ΐ, other elastomers The material should have a stiffness parameter greater than about, i.e., 0.1 as discussed, and also the stiffness of the elastomer (4), which is determined by the rigid leaf. The higher the specific elastomer_score value, the harder it is. As described above, 'because of storage The frame system is less elastic in the direction of the transverse channel relative to the lower T, so the elastomer must be selected to reduce the natural frequency of the entire storage (four) system at least in the direction of the transverse channel. It has been calculated that the maximum load capacity is designed. a library of three columns (two columns per column) in the direction of the transverse channel of about 40, _]bs and less elasticity, for the entire storage rack The rack isolator device having a total shear stiffness of about i,600° bs / in will reduce the natural frequency of the storage rack in the direction of the transverse channel to about 06 Ηζ β. It has been determined that the above storage rack system The column moves approximately 5 inches from its rest position to generate sufficient seismic isolation. The seismic test system for this type of storage rack system has been successfully carried out, where the storage rack system distributes its 40,000 lb. load to three rack posts.该] The two support column columns have two columns in the lateral direction of the less flexible transverse direction. In the configurations shown in Figures 8 and 9, two storage rack isolators are installed in The less flexible transverse channel is between the two columns of each column in the direction. Each of the six storage rack isolator has a static shear stiffness of approximately 270 lbs/in. for a total of approximately 1,600 lbs/in. This storage rack system will not be damaged by any damage and the load will not fall off the bracket. Columns of the storage rack system 26 93441 j33〇678 :=: system: the number of isolated vibration isolator units. Such as between to produce the appropriate effect. The early stage of the women's wear in the column is H ί, which consists of a rigid element of about 4 〇 rigid (d is given (four) and damaged D2000 4AA 415 Α 13Ζ;). The elastic element is suitable for frame 1 with Z1). ,. 〇〇 pound storage rack system. If about about erect has a maximum of ~10 Chess-I into the elastic element can be used to carry the ladder back to about 2 erected frames, the _ broken 芊 确定 确定 确定 确定 确定 确定 确定 确定 确定 确定 确定 确定 确定 确定 确定 确定 确定 确定 确定The η ηηηη ^ composition of about 0.45 butyl turn (ASTMD2〇〇〇4AA, elastic element is suitable for the maximum design 3Z1), the force of the upright frame 10,000 for the storage system. Additional tests should be performed so that the various storage racks of the design load range determine the leaf load of the elastic element. The softer material is used for the application of the maximum storage capacity of the storage rack system. ::Π will! The deformed core or other device is included in the elastic element / and the other-stage damping element (such as hydraulic shock absorber) can be added in parallel with the vibration isolating damper. ^ Vibration Isolation Polyisoprene and polyisoprene composites are included in the materials that have been identified for use in::: butyl and shihe resin. However, the ::== element of the general requirements of the component may also be the appropriate two = two other materials to meet these requirements. A range of the expected range of the embodiment of the present invention is 93441 27 1330678 * A variation of the design of the storage rack isolator suitable for this embodiment of the present invention is also contemplated. In Fig. 10, the storage shelf isolator 20b has a sliding base spacer 3〇b that protects the lower end of the column 14. Although the use of the lower end of the column is limited in this configuration, the present embodiment provides additional protection against side collision of the column. Figure η is a cross-sectional view of another storage rack isolator 20d element in which the elastic element 22d is mounted with the two second rigid plates 26d slightly offset from each other in the confinement structure 6〇d. . This approach preloads the resilient member 22d to enhance the tendency of the resilient member 22d to cause the storage frame to return to its starting position. The above preloading system can be easily applied to any variation of the storage shelf isolator including the elastic member described herein, and in FIG. 12, the storage shelf isolator 20e is connected to the lateral direction of the storage rack system at an elastic ratio of 10 On the pillar 16. Here, the 4:' storage shelf isolator 20e includes a pair of vibration absorbing and dissipating structures acting on the 'contact surface between the floors. _ It can be well understood by comparing Figures 12 and 13 that the dynamic absorption and dissipation structures both comprise an elastic element 2 having a first rigid plate 24e, a second rigid:: elastic element 22' is operatively connected to the element The first two and the bomb pool. The % of the bomb causes the first and the jth second rigid plates 24e and the elastic members 22e in the seismic event, while the first flutes 2 and 266 remain flat and substantially parallel to each other: the elastic plate and the (10) elastic member The two are made up of two layers of elastic elements. In this case, each of them is formed with an intermediate plate 36e between them and 93441 28 1330678 it. As in the above embodiment, the elastic member is fixed to the intermediate plate 36e with an adhesive. The lateral strut 16 includes a connecting member 38e welded thereto, the welding position of which corresponds to the position at which the elastic member 22e is to be mounted on the lateral strut. The connecting member 38e includes a hole 39e in which the storage shelf isolator is mounted. At 20e, it is aligned with the hole 4 in the first rigid plate 24. The hole 3% of the connecting member = 8e and the first rigid plate hole 42e are sized such that they receive the screw 50e which provides a connection between the connecting member 38e and the first rigid plate 24e' and The screw can be tightened and positioned by the flat nut 52e. The screw 5〇e and the plate nut 52e allow the connecting member 38e to be detached from the first rigid plate without cutting or breaking the elastic member 22e. Although Fig. 12 shows a storage rack isolator device having two vibration absorbing and dissipating structures attached to the lateral strut 16, it should be understood that the actual number of vibration absorbing and dissipating structures attached to the lateral strut may be as needed. Variety. , T' • The vibration absorbing and dissipating structures are both attached to a fixed base spacer 32e that extends below and between the posts 14. The second rigid plate 26e is included in the four corner holes 44e - aligned with the holes in the fixed base plate. Put the threaded end of the bolt 54e? A second rigid plate such as a hole 44e and a fixed base plate 32e are passed through. The base nut is tightened relative to the second rigid plate 26e to hold the second rigid plate tightly on the fixed base brace 32e and the floor. The bottom of the pin is embedded In the floor. The lower end of the column 14 of the storage rack system is mounted to the column subassembly. In 93441 29 1330678 32f has been: the second is 勹: 2 Figure of the example - the sample 'fixed base gasket is limited to the column;: limited: shock ... ^ Figure 15 shows another variation, its The mechanical restriction device 60g is a slot in which the slider 4 can slide. This change limits the movement of the column 14 to reduce the possibility of tilting of the storage rack system during an earthquake. The mechanical restraint that provides vibration isolation in the straight direction is configured to enable the column 14 to perform some vertical movement. Different from the embodiment shown in Fig. 2, Fig. 16 shows another embodiment of the "isolator", in which only the movement of the vibration suction limit is restricted, and the storage rack system is further The second horizontal dimension of the movement is on 1G. In the present embodiment, the oscillating and dissipating structures are connected to the lateral struts 16 of the Z-storage system in the direction of the less flexible transverse passages 10. The seismic vibration absorbing and dissipating structure ί^ acts on the elastic member 22h acting on the contact surface between the storage rack system and the substrate. In the present embodiment, the fixed base month 32h extends below and between the columns 14 of the storage rack system. The two elastic members 22h are joined to the lateral strut 16 at the connecting member 38h, wherein the connecting member 3 is tethered to a corresponding position where the elastic member 22h is to be mounted along the lateral strut 16. However, in the present embodiment, the first rigid plate 24h includes a flange having a slit into which a portion of the restraining member 6〇h can be assembled. The first rigid plate 24h has an elastic outer layer 62h to help absorb the restriction element 6 〇h suffered by the first rigid plate 24 h during a seismic event. 9341 31 Touch & Elastic outer layer 62h can be oscillated by any vibration absorbing material (such as rubber) Installed. Household. The 66Gh is used to protect the storage rack isolator from the side collision. The limiting element 6Gh is used to limit the storage rack isolator=horizontal movement to the horizontal level by the direction arrow 1G (four)-level level The direction corresponds to the horizontal elasticity of the staggered frame system. The == 艮 component also substantially limits the storage shelf = two vertical movements. Although the limiting element essentially limits the movement of the horizontal direction = direction front item 1(), it is still in that direction: it will pass some additional damping in the lower channel direction t: = == the frame system is restricted by the upward movement, as well There is room for the upward movement of the shelf, which will pass some damping in the vertical direction. 〃 | v τ母: It can be well understood from the comparison of Figures 16 and 17 that the limiting element _ 2 is connected to the fixed base gasket to form a housing. • Seismic vibration absorption and dissipation structure. Fixed base ❹ = = ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ When the _ _ each snail (four) passes through and extends above the upper surface of the second U-plate 26h, such as 篦 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ The segment (not shown to be further attached to the snail 58h. The storage shelf isolator with preferred elastic components is a structure that achieves vibration isolation and enjoys other phases in the storage rack system to provide certain advantages in seismic events. The first exhibition of the Mo Chong ^ $ 帛 18 can not be expressed - the phase of the storage rack system is not sturdy, the purpose is to reduce the natural frequency of the storage rack system while moving in the direction of the less flexible transverse channel = read The friction (four) towel's vibration absorption and dissipation structure is twice as large as that of the column support member. = Comparing Figures 18 and 19 is well understood, in this embodiment It is pure to 16 in the storage rack system. In the transverse channel direction t 1 is to two columns 14. Two sliding element claws are connected to the lateral branch The lower end of each of the upper columns 14 is attached to the sliding base spacer 30i. The sub-slider 14 and the sliding element claws are disposed on the fixed base cymbal 32i, and the solid seat shims 32i have a concave ramp. Upper surface. The restraining element 601 is welded to the fixed base spacer 32i. The nine-restricted member 60 is used to protect the sliding member 7〇i from side collision. In the event of a seismic event, the limiting element 60i is used for The sliding element 70i = horizontal movement is limited to the horizontal direction indicated by the directional arrow 10 in the concave ramp cut along the fixed base cymbal, which corresponds to the transverse passage of the reservoir system with less elasticity The limiting element 6(1) also substantially limits the vertical movement of the storage shelf isolator 20i. Furthermore, the limiting element 60i also limits the distance of movement of the sliding element 7〇i in the direction indicated by the directional arrow, thereby ensuring the column 14 + Will fall off the fixed base cymbal. 93441 33 丄·678 During an earthquake event, the energy transferred to the storage rack system dissipates as the column moves along the concave upper surface of the fixed base spacer 32i. Mobile phase The spring stiffness K (as shown in Figure 7) can be measured as a potential energy loss as the shelf system moves along the fixed base pad 32i. The stiffness equivalent Keq can be expressed in the form of an equation For example: ~=年鲁 where x is the horizontal distance through which the storage rack moves, h(x) is the vertical distance through which the storage rack moves, m is the mass of the storage rack system, and § is the gravity-viscous π damping C ' As shown in Fig. 7, it can also be observed from the loss in the month t* necessary to overcome the slip == and the friction of the sliding base pad 3〇i contact surface, wherein the sliding base pad 3〇 〗 has a fixed base gasket 32i. Although the restraining element 60i substantially limits the movement perpendicular to the directional arrow 1 但, it still leaves room for some movement in that direction, which is to transfer additional damping in the lower channel direction. Phase (4), although the storage rack system is limited by the upward movement' also leaves room for the vertical movement of the storage rack system, which transmits some damping in the vertical direction. - A variation of the alumina spacer 33⁄4 is as shown in Fig. 2, and the concave upper surface of the j fixed base spacer 32j is changed to be suitable for each of the three divided bowl regions. In this structure, when the storage is said to cause the column to move, 'the independent bowl-shaped area is called the formation 1, the second 4 can move, while minimizing the inclination of the storage rack and the 22 figure representing the frictional pendulum (fHcti) 〇n penduiu called a change 93441 34 at the ground = two:: sexual element 22kw provides additional vibration damping, and applies::: the shelf returns to its approximate starting position. In this solid board said the transverse pillar On the 16th, the second rigid system is operatively connected to the first and second elastic elements, and the eclipse is connected to the seismic plate for connection in the event of an earthquake, and the elastic element is applied to the elastic element. The plane of the hunger keeps μ moves up to 72. It can move substantially parallel to the ten planes of the second rigid board. In this case, the elastic element 22 is elastically twisted; Γ: the seesaw 24k is connected to the second rigid board Single-effect _ as well-prepared 'any of the above-mentioned elastic elements will be very second: a mechanism for seismic vibration absorption and dissipation is a spring mechanism. 1 , not a storage rack vibration isolators 2 〇 ^, its structure Including the connection with the storage rack system _ △ = with 24 maps can get a good understanding, in In the embodiment, in the transverse channel direction ig of the storage rack system with less elasticity, the horizontal=connected: to two: the column 14. The spring 8〇 is mounted on the first plate 82^ and the fixed connection with the lateral branch. The base plate is connected to the second plate 84/. The limiting member 6〇 is welded to the fixed base as a whole. In the event, the limiting element 6〇 is used to limit the horizontal movement of the storage rack vibration isolation, The damping effect is essentially single-direction and is similar to the pedestal slab, and is also used to limit the vertical movement of the vibrator. The scented coffee is stretched and compressed as the storage rack system moves. The first and second plates are similar to the elements (6) and 93441 35 1330678 88 / homogenized to limit the extent of compression and compression experienced by the springs. Additional damping can be transmitted as shown in Figures 21 and 22. The elastic element is realized. The energy transmitted to the storage rack system during the earthquake event is dissipated as the spring expands and compresses. The spring stiffness κ, as shown in Figure 7, is the physical property of the spring, but Select the appropriate spring for the application. The spring structure can be selected to Providing the appropriate spring stiffness κ of the spring. The viscous damping C, as shown in Figure 7, is also observed in the friction of the spring device that must overcome the movement of the storage rack system. The energy transferred to the storage rack system must overcome the friction between the sliding base gasket 3 (the contact surface of the U and the fixed base gasket to move the column 14 of the storage rack system. The linear bearing can also be used as the second 5 The vibration absorbing and dissipating structure shown in the figure is applied to the storage rack isolator. In this embodiment, the storage rack column 14 is welded to the board 9〇m, and the board 9〇m is connected to the two columns. The rails are connected by 92m. The slipper 92m runs through a set of housings 94m including a linear bearing Lu 96m. The housing 94m is attached to the fixed base spacer 32m. The vibration absorbing and dissipating structure in this embodiment is also twice as large as the column supporting member. The housing 94 and the linear bearing 96 support the entire weight of the storage rack frame, and the column 14 is placed on the substrate. The linear bearing % and housing 94 can be obtained from any manufacturer, such as GGB Bearing Technology Bearings Technology. The linear bearing 96 can be fabricated from a composite polymer or can include rubber and an elastomeric component to provide additional force and damping. In the event of an earthquake, the linear bearing 96m allows the storage rack system to move in the channel direction ίο on the less flexible horizontal 93441 36 1330678. The amount of force required to move the storage rack system by adjusting the linear bearing 96 can be different. The present invention has been described with reference to a few preferred embodiments. For others, many modifications and alternatives have been inserted by reading and understanding the foregoing. The present invention can be construed as an alternative to the package k, as long as they fall within the scope of the equivalent and the equivalent of these phases. % patent model [Simple description]
係結合圖 為了更完整的理解本發明以及其多個優點 式在上文中作詳細描述。 圖是具有儲存架隔離器的四柱儲存架系統的透視 架隔離器基本上綠於彈性 平尺寸上的柱子之間； 幻罘一水 圖，儲存架隔離器的六柱儲存架系統的透視 •平尺寸上的柱子之間； 的第一水 第3圖是具有儲存架隔離器的八柱 圖，其中該儲存架隔離m / 子架系.洗的透視 平尺寸上的柱子之間 本上係位料性較小的第二水 俯視是器的九柱儲存架系統的簡化 的第-水平尺2該儲存架隔離器基本上係位於彈性較小 的第一水千尺寸上的桎子之間； 化俯視截面儲存架隔離器的十六柱儲存架系統的簡 化俯視截面圖，其中 〜健存架隔離器基本上係位於彈性較 93441 37 1330678 J的第—水平尺寸上的柱子之間； 第6A圖是儲存架系統在彈性較小 的五柱子列的簡化俯視截第了水平尺寸上 上位於每兩柱之間的儲存架隔振器㈣存架系统具有基本 第6B圖是儲存架系統在彈性較小 的五柱子列的簡化俯視截面圖，其 ^。尺寸上 到其上的儲存㈣振ϋ，· J儲耗錢具有連接 第6C圖是儲存架系統在彈性較小的第二 的五柱子列的簡化俯視截面圖，其+ 寸上 上位於最前練和最後兩柱之間的儲存架隔振^有基本 第6D圖是儲存架系統在彈性較小的第二水平 的五柱子列的簡化俯視截面圖，其中儲存㈣統具有^ 上位於最前兩柱和最後兩柱之間的儲存架隔振器，土 第7圖是對儲存架隔振器之一般要求的示意圖， 儲存架隔振器基本上位於儲存架系統在彈性較 /、 平尺寸的柱子之間； 的弟一水 第8圖是儲存架隔振器之一實施例的透視圖， 存架隔振器基本上位於儲存架系統在彈性較小' : 尺寸的柱子之間； '弟一水平 第9圖是第8圖所示的儲存架隔振器的分解圖； 第10圖是儲存架隔振器一實施例的透視圖，其中儲^ 架隔振器基本上位於儲存架系統在彈性較小的第一欠平Z 寸的柱子之間，本實施例是第8圖所示的儲存架；振：= 變化例； ™ 93441 38 1330678 特寫圖圖是在第8·10圖中所示彈性元件之替代組件之 第12圖是儲存架隔振器一實施例的透視圖 架隔振器基本上位於儲存架系統在彈性較小的第二 寸的柱子之間； 八十尺 第13圖是第12圖所讀存架隔振器的分解視圖； 第14岐儲存架隔振器―實施例的透視圖，1中儲存 架隔振器基本上位於儲存架系統在彈性較 寸的柱子之間，· Κ干尺 第15圖是儲存架隔振器一實施例的透視圖 架隔振器基本上位於健存架系統在彈性較小的第二= 寸的柱子之間； 十尺 第㈣是儲存架隔振器_實施例的透視圖， 架隔振器基本上位於儲存架系統在彈性較小的第二：:子 寸的柱子之間； 十尺 第17岐第16圖所示儲存架隔振器的分解圖； 第18圖是儲存架隔振器—實施例的透視圖，盆 架隔振器基本上位於儲存㈣統在彈性較小的第 寸的柱子之間； 十尺 第19圖是第18圖所示儲存架隔振器的分解圖； .第20圖是第18圖所示儲存架隔振 代 分解圖； Τ代貫知例的The present invention and its various advantages are described in more detail above. The perspective view is a four-column storage rack system with a storage shelf isolator. The see-through isolator is substantially green between the columns on the elastic flat dimension; the illusion-water diagram, the perspective of the six-column storage rack system of the storage isolator Between the columns of the size; the first water Figure 3 is an eight-column diagram with a storage shelf isolator, wherein the storage shelf isolates the m/sub-frame. The column between the columns on the wash-through perspective The lesser second water top view is a simplified first-level ruler of the nine-column storage rack system of the apparatus. The storage rack isolator is basically located between the dice on the first water-thickness of the smaller elasticity; A simplified top cross-sectional view of a sixteen column storage rack system with a top view storage shelf isolator, wherein the ~station shelf isolator is substantially located between the columns of the first horizontal dimension of the elasticity of 93441 37 1330678 J; The figure is a simplified top view of the storage rack system in the less flexible five-column sub-column. The storage shelf is located between each two columns. (4) The storage system has a basic 6B. The storage rack system is elastic. Smaller five pillars A simplified top view of the column, where ^. Storage up to size (4) vibrating, · J storage and consumption with connection 6C is a simplified top view of the storage rack system in the second elastic five-column sub-column, the + inch is located at the forefront The storage rack vibration isolation between the last two columns has a basic 6D view which is a simplified top cross-sectional view of the storage rack system in a second horizontal five-column sub-column with less elasticity, wherein the storage (four) system has the top two pillars And the storage rack isolator between the last two columns, Figure 7 is a schematic view of the general requirements for the storage rack isolator, the storage rack isolator is basically located in the storage rack system in the elastic / flat size column Figure 8 is a perspective view of one embodiment of a storage shelf isolator, the shelf vibration isolator being located substantially between the storage rack system in a less flexible ': size column; Figure 9 is an exploded view of the storage shelf isolator shown in Figure 8; Figure 10 is a perspective view of an embodiment of the storage shelf isolator, wherein the storage isolator is located substantially in the storage rack system. Between the first less flat Z-shaped columns with less elasticity, this embodiment Storage rack shown in Fig. 8; vibration: = variation; TM 93441 38 1330678 Close-up view is an alternative to the elastic component shown in Fig. 8-10. Figure 12 is an embodiment of the storage shelf isolator. The perspective frame vibration isolator is basically located between the storage rack system and the second-inch column with less elasticity; the eighty-fifth figure 13 is an exploded view of the shelf vibration isolator read in FIG. 12; Storage rack isolator - a perspective view of an embodiment, wherein the storage rack isolator is located substantially between the storage rack system and the column that is more flexible, and the crucible 15 is an embodiment of the storage isolator The perspective frame vibration isolator is basically located between the second frame of the storage rack system with less elasticity; the ten feet (fourth) is the storage rack isolator - the perspective view of the embodiment, the basic vibration isolator The upper part of the storage rack system is between the second column of the less flexible:: inch; the exploded view of the storage rack isolator shown in Fig. 16 of Fig. 17; Fig. 18 is the storage isolator - In a perspective view of the embodiment, the basin vibration isolator is basically located in the storage (four) system in the less flexible first inch column Fig. 19 is an exploded view of the vibration isolator of the storage rack shown in Fig. 18. Fig. 20 is an exploded view of the vibration isolation of the storage rack shown in Fig. 18;
第21圖是儲存架隔振器—實施例的透視圖，1 架隔振器基本上位於儲存架系統在彈性較小的第二水平I 93441 39 1330678 36a、36b、36d、36e、36f、36g、36h 中間板 38e、3 8f、38g、38h 連接構件 39e、44a、44e、44h 孑L< 42a、42e、42h 螺椿孔 50a、50b、50d、50e、50f、50g、50h 墊圈 52e、52f、52g、52h、56a、56b、56d、56e、56f、56g、 56h、56m 螺帽 54a、54b、54e、54f、54g、54h、54m 錨定螺栓 ♦ 58a、58d、58h、59a 螺椿 60a、60b、60d、60e、60f、60g、60h、60i、60j、60k 601 限制元件 62h 彈性外層 70i、70j、70k 滑動元件 801 彈簣 821 第一板 841 第二板 86卜881 元件 90m 板 92m 滑軌 94m 殼體 96m 直線軸承 41 93441Figure 21 is a perspective view of an embodiment of a shelf vibration isolator, one of which is located substantially at a second level of elasticity of the storage rack system I 93441 39 1330678 36a, 36b, 36d, 36e, 36f, 36g 36h intermediate plates 38e, 38f, 38g, 38h connecting members 39e, 44a, 44e, 44h 孑L < 42a, 42e, 42h threaded holes 50a, 50b, 50d, 50e, 50f, 50g, 50h washers 52e, 52f, 52g, 52h, 56a, 56b, 56d, 56e, 56f, 56g, 56h, 56m Nuts 54a, 54b, 54e, 54f, 54g, 54h, 54m Anchor bolts ♦ 58a, 58d, 58h, 59a Threads 60a, 60b , 60d, 60e, 60f, 60g, 60h, 60i, 60j, 60k 601 Restriction element 62h Elastic outer layer 70i, 70j, 70k Sliding element 801 Magazine 821 First plate 841 Second plate 86 881 Element 90m Plate 92m Slide 94m Housing 96m linear bearing 41 93441