200305538 (1) 玖、發明說明 【發明所屬的技術領域】 本發明是關於能防止由於強風、地震讓主鋼索、輔助 鋼索ilg動而衝撞、糾纏到升降通路內的機器、升降通路內 的突出部份的鋼索止振裝置、該裝置之維修更換時期之檢 測方法以及該裝置之製造方法。 【先前技術】 Φ 一般來說’電梯裝置’在電梯升降通路的上部設置有 起重機，在該起重機繞有主鋼索。在該主鋼索的其中一端 部懸掛著電梯箱’在該主鋼索的另一端部是懸掛有平衡秤 錘。在升降通路底部設置有輔助滑輪，在該輔助滑輪繞有 輔助鋼索。該輔助鋼索的其中一端部是安裝在電梯箱的下 面W，S亥輔助鋼索的另一端部是安裝在平衡|平錘的下面 部。藉由起重機的驅動，電梯箱及平衡秤錘，會受到起重 機的驅動而在升降通路內升降，此時，會以輔助鋼索抵消 ® 掉主鋼索兩端側的重量變化。而輔助鋼索的張力，則是藉 由輔助滑輪所給予的。 另一方面’伴隨著建築物的高層化，建築物的固有振 動數會下降。主鋼索及輔助鋼索的固有振動數，主要是藉 由鋼索的長度與張力所決定的。於是，在電梯的行駿途 中’主鋼索及輔助鋼索的固有振動數會接近建築物的固有 振動數，有時會一致。特別是在有強風或地震讓建築物擺 動時’建築物的固有振動數與鋼索的固有振動數如果接近 -6 - (2) (2)200305538 的㉟’鋼系的擺動會變大，鋼索可能會衝撞到升降通路內 的機器或牆壁，有可能會纏在一起。 以往’強風時、地震時的鋼索止振裝置，有考慮過如 下的兩個構造。 其中一個是記載於第1 〇圖。第1 〇圖是鋼索止振裝 置的上面圖。在同圖中’ 5 1是懸掛於主鋼索5 2的平衡 枰錘。在升降通路是安裝有互相對峙的導軌托架5 3。平 衡秤錘5 1 ，是一邊被導引於導引托架5 4 一邊朝上下方 鲁 向移動。在該平衡秤錘5 1的兩側，是與該平衡秤錘5 1 隔著所需要的距離且跨越導軌托架5 3之間，設置有止振 裝置5 6 ，該止振裝置5 6是安裝有在外周面施加了腈橡 膠等的緩衝材料的框架5 5。該框架5 5的兩端部是夾著 導軌托架從兩側用螺母固定。5 7是安裝於升降通路內的 緊固板，5 8是電梯箱。 該主鋼索5 2，在因爲強風或地震而擺動時，會碰到 施加了緩衝材料的鋼索止振裝置5 6 ，而能夠防止鋼索有 ® 很大的位移。 可是，在有強風而仍然使電梯箱5 8行駿時，電梯箱 5 8，會一邊在主鋼索5 2與止振裝置5 6的緩衝材料之 間反覆衝撞而一邊行駿。一般像腈橡膠之類的緩衝材料， 相對於衝擊的耐磨損性很低，所以會比較早磨損。緩衝材 料磨損的話，主鋼索5 2，會直接衝撞接觸到框架5 5。 結果，主鋼索5 2，如果衝撞接觸到框架5 5 ’可能會讓 鋼索本身磨損或可能會讓線斷掉。而爲了要盡量減低主鋼 (3) (3)200305538 索的損傷，則必須要頻繁地更換緩衝材料。可是，緩衝材 料的磨損程度是非常難判斷的。 另一種的鋼索止振裝置，是如第1 1圖及第1 2圖所 記載的。在這些圖中，6 1是安裝在平衡秤錘5 1且卡合 於導軌5 4的卡合構件，6 2是輔助鋼索，6 3是限制框 架。該限制框架6 3是配設成：將滾子6 3 a 、6 3 b及 因應需要的界限框架6 3 c接合且繞著相互對峙的導軌 5 4 °該限制框架6 3 ，是被連接在安裝於連接板6 4的 鲁 止動部6 3 d的兩側。 該鋼索止振裝置5 6 ，當由於強風或地震讓平衡秤錘 5 1側的主鋼索5 2或平衡秤錘5 1擺動時，會讓限制框 架6 3從內側向外側擴張。其結果，組成止動部6 3 d的 開關會被切斷，而使電梯緊急停止。 該鋼索止振裝置5 6 ，在強風時或地震時，由於主鋼 索5 2會直接接觸到滾子6 3 a、6 3 b ，該滾子 6 3 a、6 3 b會磨損。該滾子6 3 a、6 3 b的磨損持鲁 續下去’則限制框架6 3與主鋼索5 2會直接接觸。藉由 这接觸’主鋼索5 2，可能會產生磨損或讓鋼索斷掉。在 鋼索本身有些許損傷時，則需要頻繁地更換鋼索6 3 a、 6 3 b ° 於是’如以上的止振裝置5 6 ，是藉由安裝於框架 5 5、6 3的緩衝材料或滾子6 3 a 、6 3 b而限制主鋼 索5 2等的擺動’所以緩衝材料或滾子6 3 a 、6 3 ^會 比較早磨損。該緩衝材料或滾子6 3 a、6 3 b產生磨損 -8- (4) (4)200305538 的話，主鋼索5 2或輔助鋼索6 2會直接衝撞或接觸到框 架5 5、6 3 ，鋼索本身會產生磨損，會可能導致鋼索斷 裂。爲了防止鋼索本身的磨損或斷裂，當風在中程度以上 而讓鋼索衝撞到止振裝置5 6時，則需要將電梯停止。 而爲/要減少鋼索的損傷，需要頻繁地更換緩衝材 料，而有更換時期很難判斷這樣的問題。並且，在緩衝材 料的更換時期很難判斷的時候，緩衝材料或滾子6 3 a、 6 3 a的更換可能會太遲，主鋼索5 2或輔助鋼索6 2衝 撞或接觸到框架5 5、6 3的可能性很高。結果，鋼索 5 2、6 2會較早磨損，可能會導致鋼索斷裂。 本發明的第一目的，就是要提供對於衝擊的耐磨損性 很優異，且能大幅地減低鋼索的損傷的鋼索止振裝置。 本發明的第二目的’是要提供容易判斷鋼索所接觸的 框架的維修及更換的鋼索止振裝置以及鋼索止振裝置維 修·更換時期的檢測方法。 本發明的第三目的，就是要提供用來製造對於衝擊的 耐磨損性很優異，且能大幅地減低鋼索的損傷的鋼索止振 裝置的製造方法。 【發明內容】 【發明揭示】 爲了達成上述目的，本發明的鋼索止振裝置，是適用 於在主鋼索懸掛著電梯箱及平衡秤錘，而輔助鋼索是從該 平衡秤錘下面部經由輔助滑輪架設在上述電梯箱的下面部 -9 - (5) (5)200305538 之電梯裝置。 該鋼索止振裝置，是具備有：在上述平衡秤錘的上下 移動路線附近安裝呈相互對峙的安裝構件、與伴隨上述電 梯的升降上下移動的上述平衡秤錘隔著預定距離架設於上 述安裝構件之間的框架、以及雙重地添加在該框架的外表 面的第一及第二彈性體。 藉由這種構造，由添加於框架的外表面的上側層的第 一彈性體的磨損狀態、與下側層的第二彈性體的磨損程 鲁 度，進而進行維修或更換等的判斷。 本發明的鋼索止振裝置，可讓上述第一彈性體與第二 彈性體以相互不同的顏色來形成。藉由這種構造，在第一 彈性體磨損而讓第二彈性體露出時，由於兩彈性體的顏色 不相同，所以能確實地辨識第一彈性體的磨損的程度。 本發明的鋼索止振裝置，第一彈性體與第二彈性體可 用相互不同顏色的聚氨酯來形成。藉由這種構造，聚氨酯 的彈性體，其機械強度較其他橡膠材料更高，有用來緩和 鲁 鋼索衝撞時的衝擊負載的作用，可拉長彈性體的使用期 限，可以直接觀察彈性體的磨損，且可確保鋼索的健全 性。 並且，本發明的鋼索止振裝置，雙層添加的第一及第 一彈性體中，外側層的上述第一彈性體是以聚氨酯所形 成’作爲下側層的上述第二彈性體是以硬度較鋼材低的金 屬製構件所形成。藉由這種構造，由於外側層的第一彈性 體是聚氨酯，所以可達到如前述的作用效果。 -10- (6) (6)200305538 本發明的鋼索止振裝置，作爲外側層的第一彈性體爲 塗料層，作爲下側層的第二彈性體是以與該塗料層不同顏 色的聚氨酯所形成。 本發明的鋼索止振裝置，如果是用螺栓將框架固定在 上述安裝構件的話，當第一彈性體磨損時，只要以手動方 式將螺栓放鬆來轉動框架的話，就可移動與鋼索的接觸位 置。結果，可以不用更換框架而將其再利用，能夠讓彈性 體的使用期限拉長。 本發明的鋼索止振裝置，在第一及第二彈性體的兩端 部的圓周方向形成有複數的插通孔，且在上述框架的兩端 邰側形成螺栓孔部，選擇性地從上述插通孔插通包含螺栓 在內的螺釘，用螺釘來固定於上述框架的螺紋孔部。 藉由這種構造，在第一彈性體磨損時，可將包含螺栓 在內的螺釘拔起將其插入到其他的插通孔，用螺釘固定在 框架的螺紋孔部的話，則不用更換框架，可進行再次利 用。 本發明的鋼索止振裝置，安裝呈相互對峙的安裝構件 其中’在其中一方的安裝構件的對峙面側安裝筒狀體，而 讓上述框架的其中一方端部插入到該筒狀體。 藉由這種構造，則能容易地吸收兩安裝構件之間的距 離的不均等的情形，能夠發揮限制鋼索的機能。 本發明的鋼索止振裝置，在安裝呈相互對峙的安裝構 件其中，是將具有螺紋孔部的筒狀體安裝在其中一方的安 衣彳^件的對峙面側，在安裝於該筒狀體的上述框架的其中 -11 - (7) (7)200305538 一方端部的外周形成複數的長孔部，從該長孔部將包含螺 栓在內的螺釘插入，用螺釘固定在上述筒狀體的螺紋孔 部。 藉由這種構造，則能容易地吸收兩安裝構件之間的距 離的不均等的情形。 本發明的鋼索止振裝置的維修♦更換時期的檢測方 法，在平衡秤錘的上下移動路線附近安裝相互對峙的安裝 構件，在這些安裝構件之間架設添加有用來限制鋼索的振 · 動的不同顏色的雙重彈性體的框架。該鋼索，會由於衝 撞、接觸而讓外側層的一部分彈性體磨損，下側層的彈性 體露出的話，則能夠檢測出包括鋼索接觸位置的變更維修 的上述框架的更換時期。 本發明的鋼索止振裝置的維修·更換時期檢測方法， 在相互對峙地設置於平衡彳平錘的上下移動路線附近的安裝 構件之間，經由電絕緣構件安裝添加了不同顏色的雙重的 彈性體的導電性框架，來計量該導電性框架與其他導電性 ® 框架或上述安裝構件之間的絕緣電阻。因應該計量的絕緣 電阻則可檢測出包括上述鋼索的接觸位置的變更維修的上 述框架的更換時期。 本發明的鋼索止振裝置製造方法，是在懸掛於主鋼索 的平衡秤錘的上下移動路線附近安裝相互對峙的安裝構 件’在這些安裝構件之間架設添加了雙重彈性體的框架。 該鋼索止振裝置製造方法，是由··將可分割的繞鑄模 朝向縱方向設定的步驟、來使作爲上述下側層的彈性體的 -12- (8) (8)200305538 上述金屬製管體或使安裝有該金屬製管體的框架，對於藉 由該步驟朝向縱方向設定的上述澆鑄模進行插通的步驟、 藉由高溫槽或加熱器來使用該步驟插通於澆鑄模的包括澆 鑄模在內的框架的周圍高溫過熱的步驟、以及將作爲上述 上側層的彈性體的聚氨酯注入到以該步驟在高溫過熱狀態 的上述澆鑄模與上述金屬製管體之間的間隙來使其熱硬化 的步驟所構成。 藉由這種方法，在熱硬化之後將澆鑄模卸下的話，就 可以製造出添加有雙重彈性體的框架。 【實施方式】 以下參照圖面來針對本發明的實施方式來加以說明。 (第一實施方式） 第1圖〜第3圖是本發明的電梯的鋼索止振裝置及其 鋼索止振裝置的維修·更換時期檢測方法的一實施方式的 說明圖。第1圖是具備有電梯鋼索止振裝置的電梯裝置的 全體構造圖，第2圖是平衡秤錘與電梯的鋼索止振裝置的 關係的顯示圖，第3圖是本發明的止振裝置的一實施方式 的顯示圖。 該電梯裝置，是藉由：繞設在設置於升降通路的上部 的起重機1的主鋼索2、懸掛於該主鋼索2的其中一方端 部的電梯箱3、懸掛於主鋼索2的另一方端部的平衡秤錘 4、以及從電梯箱3的下部經由輔助滑輪5繞設於平衡秤 -13- 200305538 Ο) 錘4的下部的輔助鋼索6所構成。也就是說，電梯箱3及 平衡秤錘4，是被支承於繞設在起重機1的主鋼索2。另 一方面，輔助鋼索6 ，是繞設在升降通路下部所設置的輔 助滑輪5 ，該鋼索6的其中一端部是連接在電梯箱3下 部，該鋼索6的另一端部是連接在平衡秤錘4的下部。該 輔助鋼索6 ，具有抵消掉當電梯箱3及平衡秤錘4在升降 通路內升降時的主鋼索2的重量的功能。7是例如用來設 置起重機1的機械室底板。 ® 上述平衡秤錘4，如第2圖所示，是被導引於例如T 字型的導軌9而上下移動地卡合著。導軌9是被固定在配 設呈相互對峙的導軌托架等的安裝構件8。 並且，在平衡秤錘4的兩側是隔著所需要的距離配設 有鋼索止振裝置1 0。該鋼索止振裝置1 0 ，是安裝成跨 越了有對峙關係的安裝構件8。 該鋼索止振裝置1 0，如第3圖所示，是對框架1 1 的外表面添加有：例如聚氨酯等的彈性體1 3、以及與該 ® 彈性體1 3的顏色不同的例如聚氨酯等的彈性體1 2。彈 性體1 2例如是材質本身的顏色，而相對的，彈性體1 3 則是使用著色成與材質顏色不相同的所想要的顏色的聚氨 酯。而框架1 1的兩端部則是用螺栓1 4來將其固定在安 裝構件8。 該鋼索止振裝置1 0，是至少配置一個以上的裝置於 平衡秤錘4的上下移動路線方向。 藉由這種鋼索止振裝置1 0 ，當由於強風、地震等讓 (10) (10)200305538 建築物搖動，伴隨著讓主鋼索2或輔助鋼索6搖動的話， 鋼索的位移也不會很大。這些主鋼索2或輔助鋼索6 ，如 果鋼索位移很大的話，會衝撞到鋼索止振裝置1 〇的外側 層的彈性體1 2而被限制住。結果，能避免主鋼索2或輔 助鋼索6 ，對於升降通路內的機器、建築物突出部等造成 衝撞或糾纏的情形。 在彈性體1 2、1 3的構成材料使用聚氨酯的理由， 是由於當鋼索2、6衝撞時的磨損量是顯著地較其他材料 更小。 針對使用聚氨酯的理由，參照第4圖及第5圖來加以 說明。而第4圖（a )，是表示包括聚氨酯橡膠在內的各材 料的拉伸強度，同圖（b )，·是計測出包括聚氨酯橡膠在內 的各材料的耐磨損性，抽出其最高點與最低點，將其抽出 範圍分成五階段的顯示圖。 第4圖（b )是表示相對於一定荷重的耐磨損性的相對 關係。在該第4圖（b )所示的聚氨酯橡膠的耐磨損性與其 他材料例如矽橡膠、低彈性橡膠相比是兩倍左右，且如第 5圖所示受到衝擊負荷時的磨損量是顯著地較小。而聚氨 酯橡膠，如第4圖（a )所示，與其他材料相比，其拉伸彈 性等的機械強度較高。於是，使用聚氨酯的理由，是機械 強度較高，且與金屬材料相比其彈性較小，具有緩和衝擊 荷重的機能。 具體來說，如第5圖所示，藉由主鋼索2等的衝突而 施加於使用聚氨酯的彈性體1 2的荷重區域’每衝撞一次 -15- (11) (11)200305538 的磨損量爲1 〇 _ 5 m m左右。如果假設一年的鋼索衝撞 次數爲1 0 5左右，則該彈性體1 2的荷重區域部分的一 年間的磨損量則爲1 m m左右。藉此，預先設定因應聚氨 酯厚度的衝撞次數，來計算預定衝擊荷重以上例如2 5 k g f以上的衝撞次數。當衝撞的計算値超過設定次數 時，則進行鋼索止振裝置1 〇的更換，或如後述進行用來 改變彈性體1 2的鋼索衝撞區域的維修動作。 於是’藉由在彈性體1 2使用聚氨酯，讓鋼索的損傷 鲁 或磨損變少，也可增大鋼索的健全性。 並且，也可以使彈性體1 2的聚氨酯與彈性體1 3的 聚氨酯的顏色不同。彈性體1 2，如第3圖所示，在磨損 持續進行而成爲削去磨損部分1 2 a的狀態時，下側層的 弓早性體1 3的鋼索接觸部分1 3 a會露出，所以會呈現與 彈性體1 2不同的彈性體1 3的顏色變化。結果，就能夠 簡單地判斷聚氨酯的更換時期。而當呈現與彈性體1 2不 同的顏色變化時，藉由使彈性體1 2轉動，則可以變更主 ® 鋼索2等的接觸區域。 於是，如第1圖所示，至少一個以上的鋼索止振裝置 1 0 ，是配置在平衡秤錘4的上下移動路線附近，並且在 框架1 1的外周面添加顏色不同的彈性體1 2、1 3，且 至少在彈性體1 2使用聚氨酯，則可拉長彈性體1 2、 1 3的使用期限，能夠讓包括彈性體1 2的維修的更換時 期的可觀察化且可確保鋼索的健全性。在強風或地震時， 在建築物的振動量很大的時候，可讓電梯有效率地運轉。 -16- (12) (12)200305538 上述的實施方式，雖然彈性體1 2及彈性體1 3是分 別使用聚氨酯，而也可以例如在彈性體1 2使用聚氨酯， 在彈性體1 3使用硬度較剛材低的金屬製構件（例如鋁 管）。 藉由這種構造，上側層的彈性體1 2的磨損持續進 行’而成爲削去了磨損部分1 2 a的狀態的話，下側層的 彈性體1 3也就是金屬製構件會露出，同樣地可以觀察出 外側層的彈性體1 2的磨損狀態，可以達到與上述同樣的 鲁 效果。 而鋼索止振裝置1 〇，雖然是藉由框架1 1、彈性體 1 3、及彈性體1 2所構成，其中，如果在下側層的彈性 體1 3使用材質顏色的聚氨酯，而上側層的彈性體1 2爲 塗料層的話，藉由該塗料層的磨損，則顏色與該塗料層不 同的材質顏色的聚氨酯的彈性體1 3會露出。結果，由於 塗料層的顏色與彈性體1 3的顏色不同，由該顏色變化同 樣可以觀察出彈性體1 2與彈性體1 3的磨損狀態，而可 鲁 達到與前述相同的效果。 並且，如第2圖所示，框架1 1 ，是被架設在互相對 峙的安裝構件8之間，從安裝構件8的外側藉由螺栓1 4 來將其固定。藉由這種構造，在如上述判斷爲包括維修的 更換時期時，可以容易地變更彈性體1 2的鋼索衝撞位 置。結果，在添加有彈性體]_ 2、1 3的框架1 1 ，當彈 性體1 2產生磨損時’不需要直接更換。也就是說，當彈 性體1 2產生磨損時，藉由改變鋼索衝撞位置，則可維持 -17- (13) (13)200305538 長時間使用。 並且在彈性體1 2、1 3的兩端部圓周方向形成有複 數的插通孔，而在框架1 1的兩端部側形成螺紋孔部的 話’適當地選擇插通孔，從所選擇的插通孔插入包括螺栓 在內的螺釘，用螺釘固定在框架1 1的螺紋孔部的話，可 以同樣地以手動方式變更彈性體1 2、1 3的鋼索衝撞位 置’而能夠長期地維持鋼索止振裝置1 0的原本的機能。 (第二實施方式） 第6圖及第7圖是本發明的鋼索止振裝置的其他實施 方式的說明圖。 該鋼索止振裝置，與第2圖同樣的，是以··聚氨酯的 彈性體1 2、顏色與該彈性體1 2不同的聚氨酯的彈性體 1 3或硬度較鋼材更低的金屬製構件（例如鋁管）的彈性體 1 3所構成。 該鋼索止振裝置的不同的部分，如第6圖所示，是改 良了框架1 1對於安裝構件8的安裝構造。該構造，是將 筒狀體1 6固定在安裝構件8的框架安裝面側，將框架 1 1的圖示右端部可裝卸地插入於筒狀體1 6 。另一方 面’框架1 1的圖示左端部如前述是使用螺栓1 4來加以 固定的構造。而筒狀體1 6 ，也可以是相反地安裝於圖示 左側的安裝構件8的構造。其他構造則與第1圖〜第3圖 相同，詳細情況則參照這些圖面的說明。 藉由這種構造，框架1 1對於筒狀體1 6內，可朝框 -18- (14) (14)200305538 架軸方向移動，所以即使在兩個安裝構件8 — 8之間的距 離有不太一樣的情況，也可容易地將電梯鋼索止振裝置 1 0安裝在兩安裝構件8之間。 而在安裝構件7形成有無螺紋孔部，使框架1 1的其 中一端部貫穿該安裝構件7的無螺紋孔部則也可以達到相 同的效果。框架1 1的另一端部也可以是與第2圖同樣的 用螺栓1 4來加以固定的構造。 並且，如第7圖所示，安裝構件8中，在其中一方的 安裝構件的對峙面側安裝具有螺紋孔部的筒狀體1 7，在 安裝於該筒狀體1 7的框架的其中一方端部外周形成複數 的長孔部也可以。藉由這種構造，框架會將包括螺栓在內 的螺釘1 8插入到長孔部，用螺釘來將框架固定在筒狀體 1 7的螺紋孔部的話，則可以吸收兩安裝構件8之間的距 離的不均等的情形。 框架1 1的另一端部側，是與第2圖同樣地例如用螺 栓固疋’且如第6圖所示的插入於筒狀體1 6的構造，可 以達到與第6圖相同的效果。 (萊r二貫施方式） 第8圖是本發明的鋼索止振裝置的維修·更換時期檢 測方法的一實施方式的說明圖。 鋼索止振裝置1 0 ，是對於框架1 1的外表面添加 有：硬度較鋼材低的導電性的金屬製構件（例如銘管）的彈 性體1 3 、與聚氨酯彈性體1 2。 (15) (15)200305538 鋼索止振裝置1 0 ，雖然是配置在平衡秤錘4的兩 側，而構成至少一個鋼索止振裝置1 〇的框架1 1 ，是經 由絕緣構件被安裝在安裝構件8。針對構成其他鋼索止振 裝置1 0的框架1 1也同樣地是經由絕緣構件被安裝在安 裝構件。在有上下關係的兩個框架1 1 、1 1之間則是分 別經由訊號線而連接在絕緣電阻測量器2 1 。 通常兩個框架1 1 ，是經由絕緣構件而被安裝在安裝 構件8。在兩框架1 1之間連接有絕緣電阻測量器2 1。 該絕緣電阻測量器2 1 ，是用來測量非常大的絕緣電阻。 在強風時，鋼索2搖動而即使接觸到聚氨酯的彈性體 1 2 ’由於聚氨酯本身也是絕緣材料，所以是完全的電絕 緣，可維持高絕緣狀態。 .、.， 另一方面，鋼索2藉由強風等而搖動而反覆衝撞或接 觸到聚氨酯的彈性體1 2的話，聚氨酯的彈性體1 2會磨 損，會直接接觸到硬度較低的導電性的金屬製構件的彈性 體1 3。鋼索2接觸到彈性體1 3的話，在兩框架與鋼索 2之間會形成電路，讓絕緣電阻降到很低。 兩框架上的個別的聚氨酯的彈性體1 2中，即使在任 何一方產生磨損，而另一方的彈性體1 2磨損的程度較低 的情況，以絕緣電阻測量器2 1所測量的絕緣電阻會變得 很低。 藉由從絕緣電阻測量器2 1來監測絕緣電阻，則可以 檢測出彈性體1 2的磨損的狀態。 而絕緣電阻測量器2 1 ，當絕緣電阻下降時，自動地 -20- (16) (16)200305538 將絕緣降低狀態資訊發送到電梯控制板2 2的話，會將絕 緣電阻降低狀態顯示在顯示部’然後儲存在記憶部，則可 預先防止彈性體1 2的磨損狀態’進而預先防止鋼索2的 損傷。 兩個框架，是分別以絕緣構件絕緣來安裝在安裝構 件，而也可以將其中一方的框架的兩端用絕緣構件加以絕 緣，而讓另一方的框架不用絕緣構件加以絕緣。在這種情 況，也可自動地檢測出其中一方的框架側的彈性體1 2的 磨損的更換時期。 藉由該實施方式，在平衡秤錘4的周圍，將添加有彈 性體1 2、1 3的框架1 1的至少其中一個框架以絕緣構 件加以絕緣來將其安裝在安裝構件8 ，作成監測或記錄絕 緣電阻的構造的話，則可自動地檢測出彈性體1 2的更換 時期、鋼索接觸位置的變更時期。 在以電絕緣構件所絕緣的框架與安裝構件8之間設置 絕緣電阻測量手段的情況，測量絕緣電阻，則可檢測出該 框架上的彈性體1 2的磨損狀態，進而可自動地檢測出彈 性體1 2的維修及更換時期、鋼索接觸位置的變更時期。 (第四實施方式） 第9圖是本發明的鋼索止振裝置的製造方法的實施方 式的說明圖。 該鋼索止振裝置的製造方法，是設定可朝縱方向進行 分割的_模3 1。在澆鑄模3 1的底部形成有所需要直 -21 - (17) (17)200305538 徑的孔部3 2。在該狀態，會將在外周面添加有硬度較低 的/紹管等的金屬製構件的彈性體1 3的框架1 1或彈性體 1 3插通於澆鑄模3 1內部，且通過澆鑄模3 1的孔部 3 2 ’來讓彈性體1 3與澆鑄模3 1設定爲預定的位置關 係。 然後’使用高溫槽或加熱器3 3 ，將澆鑄模3 1的周 圍及彈性體1 3加熱爲預定的溫度之後，將聚氨酯流入到 澆鑄模3 1與彈性體1 3之間。在注入預定量聚氨酯之鲁 後’使其熱硬化。在聚氨酯完全熱硬化之後，將澆鑄模 3 1分解卸下。 ϊ舍由這種製造方法，藉由使聚氨酯也就是彈性體1 2 熱硬化於銘管等的金屬製構件也就是彈性體1 3的表面， 則比黏接的方式能更簡單地將薄片狀的聚氨酯安裝於彈性 體。 添加於框架1 1的外周面的彈性體1 3 ，在不是金屬 製構件而是使用聚氨酯的情況，則可使用該製造方法將聚 ® 氨酯注入來使其熱硬化。 於是’藉由以上的實施方式，在平衡秤錘4的兩側， 在平衡秤錘4的上下移動路線方向配置一個或複數個具有 添加了彈性體1 2、1 3的框架1 1的鋼索止振裝置 1 0 。而且，藉由至少在上側層的彈性體1 2使用聚氨 酯，則可讓彈性體1 2、1 3的使用期限拉長，可以觀察 到彈性體1 2、1 3的維修·更換的時期，且可以確保鋼 索的健全性。結果’對於強風時或地震時，可以擴大讓電 -22- (18) (18)200305538 梯可運轉的建築物的擺動量的範圍，進而實現運轉效率良 好的電梯裝置。 本申請發明，並不限定於上述實施方式，可以在不脫 離其主旨的範圍內實施種種變形。各實施方式可以組合實 施，而可得到組合的效果。而且在上述實施方式中包含有 上下階段的發明，藉由組合所揭示的複數的組成要素，可 抽出得到種種的發明。例如在從記載於用來解決問題點的 手段的全部構成要素中省略某些構成要素來抽出發明的情 況，在實施該抽出發明的時候，可用習知慣用的技術來適 當地補上省略的部分。 【圖式簡單說明】 第1圖是顯示使用本發明的鋼索止振裝置的電梯裝置 的一實施方式的構造圖。 第2圖是顯示本發明的鋼索止振裝置的一實施方式的 構造圖。 第3圖是本發明的鋼索止振裝置的主要部分的構造 圖。 第4圖是使用於本發明的鋼索止振裝置的聚氨酯與其 他材料的機械強度與耐磨損性的比較圖。 第5圖是使用於本發明的鋼索止振裝置的聚氨酯與其 他材料相對於衝擊的磨損量的比較圖。 桌6圖是威不本發明的鋼索止振裝置的其他實施方式 的構造圖。 -23- (19) (19)200305538 第7圖是顯示本發明的鋼索止振裝置的其他實施方式 的構造圖。 第8圖是本發明的鋼索止振裝置的維修·更換時期檢 測方法的一實施方式的說明圖。 第9圖是本發明的鋼索止振裝置製造方法的一實施方 式的說明圖。 第1 0圖是傳統的鋼索止振裝置的構造的說明圖。 第1 1圖是用來說明傳統的其他鋼索止振裝置的構造 鲁 的立體圖。 第1 2圖是包括第1 1圖所示的平衡秤錘的鋼索止振 裝置的上面圖。 【圖號說明】 1 :起重機 2 :主鋼索 3 : 電梯箱 4 :平衡秤錘 5 :輔助滑輪 6 :輔助鋼索 7 :機械室底板 8 :安裝構件 9 :導軌 1 〇 :鋼索止振裝置 1 1 :框架 - 24- (20) (20)200305538 1 2 :彈性體 1 3 :彈性體 1 4 :螺栓 1 6 :筒狀體 1 7 :筒狀體 1 8 :螺釘 2 1 :絕緣電阻測量器 2 2 :控制板 3 1 :澆鑄模 3 2 :孔部 3 3 :加熱器200305538 (1) 发明. Description of the invention [Technical field to which the invention belongs] The present invention relates to a machine capable of preventing a main rope and an auxiliary rope from moving due to a strong wind or an earthquake, and being entangled in a lifting path, and a protrusion in the lifting path. Parts of the wire rope vibration isolation device, a method for detecting the maintenance replacement period of the device, and a method for manufacturing the device. [Prior art] Φ Generally, an "elevator device" is provided with a crane on the upper part of an elevator hoistway, and a main rope is wound around the crane. An elevator box is suspended from one end of the main rope, and a balance weight is suspended from the other end of the main rope. An auxiliary pulley is provided at the bottom of the lifting path, and an auxiliary cable is wound around the auxiliary pulley. One end of the auxiliary cable is installed on the lower surface W of the elevator box, and the other end of the auxiliary cable is installed on the lower surface of the balance | flat hammer. Driven by the crane, the elevator box and the balance weight are driven by the crane to rise and fall in the hoistway. At this time, the auxiliary rope is used to offset the weight change at both ends of the main rope. The tension of the auxiliary cable is given by the auxiliary pulley. On the other hand, as the building becomes higher, the number of natural vibrations of the building decreases. The natural vibration numbers of the main and auxiliary cables are mainly determined by the length and tension of the cables. As a result, the number of natural vibrations of the main cable and the auxiliary cable during the travel of the elevator is close to the number of natural vibrations of the building, and may be the same. Especially when strong winds or earthquakes make the building sway, if the natural vibration number of the building and the natural vibration number of the steel cable are close to -6-(2) (2) 200305538, the steel system's vibration will increase, and the steel cable may It may hit the machine or wall in the hoistway and may become entangled. Conventionally, the steel cable vibration damping device during strong winds and earthquakes has considered the following two structures. One of them is shown in FIG. 10. Fig. 10 is a top view of the wire rope vibration isolator. In the figure, '51 is a balance hammer suspended from the main wire 5 2. Rail brackets 5 3 facing each other are mounted on the lifting path. The balance weight 5 1 moves upward and downward while being guided to the guide bracket 5 4. On both sides of the balance weight 5 1, a distance between the balance weight 5 1 and the rail bracket 5 3 is provided at a required distance, and a vibration stop device 5 6 is provided. The vibration stop device 5 6 is A frame 5 5 to which a cushioning material such as nitrile rubber is applied on the outer peripheral surface is attached. The two ends of the frame 55 are fixed with nuts from both sides by sandwiching the rail bracket. 57 is a fastening plate installed in the hoistway, and 58 is an elevator box. When the main rope 5 2 oscillates due to strong wind or earthquake, it encounters a rope restraining device 5 6 to which a cushioning material is applied, thereby preventing the rope from being greatly displaced. However, when there is a strong wind and the elevator box 58 is still running, the elevator box 58 may run while repeatedly colliding between the main steel cable 52 and the buffer material of the vibration isolation device 56. Generally, cushioning materials such as nitrile rubber have low abrasion resistance against impact, so they will wear earlier. If the cushioning material is worn, the main steel cable 5 2 will directly collide with the frame 5 5. As a result, if the main wire 5 2 collides with the frame 5 5 ′, the wire itself may be worn or the wire may be broken. In order to minimize the damage of the main steel (3) (3) 200305538 cable, the buffer material must be replaced frequently. However, the degree of wear of the cushioning material is very difficult to judge. Another type of wire rope vibration damping device is described in Figs. 11 and 12. In these drawings, 61 is an engaging member mounted on the balance weight 51 and engaged with the guide rail 54, 62 is an auxiliary cable, and 63 is a limiting frame. The restricting frame 63 is arranged so that the rollers 6 3a, 63b and the required limiting frame 63c are joined together and around the mutually opposing guide rails 5 4 °. The restricting frame 6 3 is connected to Mounted on both sides of the stopper portion 6 3 d of the connecting plate 64. When the main wire rope 5 2 on the side of the balance weight 51 or the balance weight 51 is swung by the strong wire or the earthquake due to strong wind or an earthquake, the steel wire suspension device 5 6 expands the restriction frame 63 from the inside to the outside. As a result, the switches constituting the stopper portion 6 3 d are cut off, and the elevator is brought to an emergency stop. In the steel wire vibration isolating device 5 6, during strong winds or earthquakes, the main steel wire 5 2 will directly contact the rollers 6 3 a and 6 3 b, and the rollers 6 3 a and 6 3 b will be worn. The continuous wear of the rollers 6 3 a and 6 3 b 'limits the direct contact between the frame 63 and the main cable 52. By contacting the 'main cable 5 2', wear may occur or the cable may break. When the wire rope itself is slightly damaged, the wire ropes 6 3 a and 6 3 b need to be replaced frequently. Therefore, as for the above-mentioned vibration isolation device 5 6, the buffer material or rollers installed on the frames 5 5 and 6 3 are used. 6 3 a and 6 3 b limit the swing of the main cable 5 2 and so on, so the cushioning material or rollers 6 3 a and 6 3 ^ will be worn earlier. If the cushioning material or rollers 6 3 a, 6 3 b cause wear -8- (4) (4) 200305538, the main steel cable 5 2 or the auxiliary steel cable 6 2 will directly collide with or come into contact with the frame 5 5, 6 3, steel cable. It will cause wear and tear, which may cause the cable to break. In order to prevent the wire rope from being worn or broken, the elevator needs to be stopped when the wire rope hits the vibration stop device 56 when the wind is above a moderate level. In order to reduce the damage of the cable, frequent replacement of the buffer material is needed, and it is difficult to judge such a problem during the replacement period. In addition, when it is difficult to judge the replacement period of the buffer material, the replacement of the buffer material or the rollers 6 3 a, 6 3 a may be too late, and the main steel cable 5 2 or the auxiliary steel cable 6 2 collides with or comes into contact with the frame 5 5, The probability of 6 3 is high. As a result, the steel cables 5 and 62 may wear out earlier, which may cause the steel cables to break. A first object of the present invention is to provide a wire rope vibration isolator which is excellent in abrasion resistance against impact and can greatly reduce damage to the wire rope. A second object of the present invention is to provide a wire rope vibration stop device that can easily determine the maintenance and replacement of a frame in contact with the rope, and a method for detecting the time of repair and replacement of the rope vibration stop device. A third object of the present invention is to provide a method for manufacturing a wire rope vibration isolator which is excellent in abrasion resistance against impact and can greatly reduce damage to the wire rope. [Summary of the invention] [Disclosure of the invention] In order to achieve the above-mentioned object, the wire rope vibration damping device of the present invention is suitable for hanging the elevator box and the balance weight on the main rope, and the auxiliary rope is passed from the lower part of the balance weight through the auxiliary pulley Elevator installation -9-(5) (5) 200305538 under the above elevator box. The wire rope vibration damping device is provided with a mounting member that faces each other in the vicinity of the up-and-down movement path of the balance weight, and is mounted on the installation member with a predetermined distance from the balance weight that moves up and down with the elevator. A first frame and a second frame, and first and second elastic bodies that are added to the outer surface of the frame. With such a structure, the wear state of the first elastic body of the upper layer added to the outer surface of the frame and the wear degree of the second elastic body of the lower layer are used to determine the repair or replacement. According to the steel wire rope vibration damping device of the present invention, the first elastic body and the second elastic body can be formed in mutually different colors. With this structure, when the first elastic body is worn and the second elastic body is exposed, since the colors of the two elastic bodies are different, the degree of wear of the first elastic body can be reliably identified. In the wire rope vibration damping device of the present invention, the first elastic body and the second elastic body can be formed of polyurethanes having different colors from each other. With this structure, the polyurethane elastomer has higher mechanical strength than other rubber materials, and has the effect of reducing the impact load when the steel wire rope collides. It can extend the life of the elastomer and directly observe the wear of the elastomer. , And can ensure the soundness of the cable. Furthermore, in the steel cable vibration isolator of the present invention, among the first and first elastic bodies added in two layers, the first elastic body of the outer layer is made of polyurethane, and the second elastic body as the lower layer is hardness. It is formed of a metal member lower than steel. With this structure, since the first elastomer of the outer layer is polyurethane, the aforementioned effects can be achieved. -10- (6) (6) 200305538 The steel cable vibration damping device of the present invention has the first elastic body as the outer layer as a coating layer, and the second elastic body as the lower layer is made of polyurethane with a different color from the coating layer. form. If the wire rope vibration damping device of the present invention is used to fix the frame to the above-mentioned mounting member with bolts, when the first elastic body is worn, as long as the bolt is manually loosened to rotate the frame, the contact position with the wire rope can be moved. As a result, the frame can be reused without replacing the frame, and the life of the elastomer can be extended. According to the steel wire rope vibration isolator of the present invention, a plurality of insertion holes are formed in the circumferential direction of both end portions of the first and second elastic bodies, and bolt hole portions are formed on both end sides of the frame. The insertion hole is used to insert a screw including a bolt, and the screw is fixed to a screw hole portion of the frame. With this structure, when the first elastic body is worn, the screws including the bolts can be pulled out and inserted into other insertion holes, and the screws need to be fixed to the threaded holes of the frame without replacing the frame. Can be reused. In the steel wire rope vibration isolator of the present invention, a mounting member facing each other is mounted, and a cylindrical body is mounted on the facing surface side of one of the mounting members, and one end portion of the frame is inserted into the cylindrical body. With this structure, unevenness in the distance between the two mounting members can be easily absorbed, and the function of restricting the cable can be exerted. In the steel wire vibration isolating device of the present invention, a mounting member facing each other is mounted, and a cylindrical body having a threaded hole portion is mounted on the facing surface side of one of the mounting brackets, and is mounted on the cylindrical body. Among the above frames, -11-(7) (7) 200305538 has a plurality of long hole portions formed on the outer periphery of one end portion, and screws including bolts are inserted from the long hole portions, and are fixed to the cylindrical body by screws. Threaded hole. With this structure, unevenness in the distance between the two mounting members can be easily absorbed. Maintenance of the steel wire rope vibration stopping device of the present invention ♦ The method for detecting the replacement period is to install mounting members facing each other near the up-and-down movement path of the balance weight, and to add a difference between these mounting members to limit the vibration and movement of the steel rope. Color double elastomer frame. This steel cable wears out a part of the elastic body of the outer layer due to collision and contact, and when the elastic body of the lower layer is exposed, it is possible to detect the replacement time of the frame including the change and maintenance of the contact position of the steel cable. The method for detecting the maintenance and replacement time of the steel wire rope vibration stopper of the present invention is to install double elastic bodies of different colors added between the mounting members facing each other in the vicinity of the up and down movement path of the balancing hammer, via electrically insulating members. Conductive frame to measure the insulation resistance between this conductive frame and other conductive ® frames or the mounting members mentioned above. According to the measured insulation resistance, it is possible to detect the replacement time of the frame including the change in the contact position of the wire rope. The method for manufacturing a wire rope vibration stop device of the present invention is to mount mutually opposing mounting members near the vertical movement path of a balance weight suspended from a main wire rope. A frame with a double elastic body is erected between these mounting members. The manufacturing method of the steel wire rope vibration isolator is a step of setting the separable winding mold in a vertical direction to make the elastic body -12- (8) (8) 200305538 of the above-mentioned metal pipe The step of inserting the frame into which the metal pipe body is mounted, the step of inserting the casting mold set in the vertical direction in this step, and inserting the step into the casting mold using a high-temperature tank or a heater. A step of overheating the surroundings of the frame including a casting mold, and injecting polyurethane, which is an elastomer of the upper layer, into a gap between the casting mold and the metal pipe body in a high-temperature overheating state in this step to make it Composed of heat hardening steps. By this method, if the casting mold is removed after heat curing, a frame to which a double elastic body is added can be manufactured. [Embodiment] Hereinafter, an embodiment of the present invention will be described with reference to the drawings. (First Embodiment) Figs. 1 to 3 are explanatory diagrams of an embodiment of a wire rope vibration isolator of an elevator and a method for detecting the maintenance / replacement time of the wire rope vibration isolator of the present invention. Fig. 1 is an overall configuration diagram of an elevator apparatus including an elevator wire rope vibration isolator. Fig. 2 is a diagram showing the relationship between a balance weight and the wire rope vibration isolator of the elevator. Fig. 3 is a diagram showing the vibration isolator device of the present invention. A display diagram of one embodiment. This elevator device is composed of a main rope 2 wound around a crane 1 provided on an upper part of a hoistway, an elevator box 3 suspended from one end of the main rope 2, and the other end suspended from the main rope 2 It is composed of a balance weight hammer 4 and an auxiliary rope 6 wound around the balance weight -13- 200305538 0) from the lower portion of the elevator box 3 via an auxiliary pulley 5. In other words, the elevator box 3 and the balance weight 4 are supported by the main steel wire 2 wound around the crane 1. On the other hand, the auxiliary rope 6 is an auxiliary pulley 5 provided around the lower part of the hoistway. One end of the rope 6 is connected to the lower part of the elevator box 3, and the other end of the rope 6 is connected to a balance weight. The lower part of 4. The auxiliary rope 6 has a function of offsetting the weight of the main rope 2 when the elevator box 3 and the balance weight 4 are lifted and lowered in the lifting passage. 7 is, for example, a floor of a machine room for setting the crane 1. ® As shown in FIG. 2, the above-mentioned balance weight 4 is guided by, for example, a T-shaped guide rail 9 and engaged with it to move up and down. The guide rail 9 is a mounting member 8 fixed to a guide rail bracket or the like arranged to face each other. Further, on both sides of the balance weight 4, a cable stopper device 10 is provided at a required distance. The steel cable vibration isolator 10 is installed so as to straddle the mounting member 8 having a confrontation relationship. As shown in FIG. 3, the steel cable vibration isolator 10 is added to the outer surface of the frame 1 1 with an elastomer 1 3 such as polyurethane, and a color different from the elastomer 14 such as polyurethane. The elastomer 1 2. The elastic body 12 is, for example, the color of the material itself, while the elastic body 1 3 is, for example, a polyurethane colored with a desired color different from the color of the material. Both ends of the frame 11 are fixed to the mounting member 8 with bolts 14. The steel cable vibration isolator 10 is provided with at least one or more devices in the direction of the vertical movement path of the balance weight 4. With this steel cable vibration isolating device 10, when the building is shaken by (10) (10) 200305538 due to strong wind, earthquake, etc., if the main rope 2 or the auxiliary rope 6 is shaken, the displacement of the rope will not be large. . If the main rope 2 or the auxiliary rope 6 has a large displacement, the main rope 2 or the auxiliary rope 6 may collide with the elastic body 12 of the outer layer of the rope vibration isolator 10 and be restricted. As a result, it is possible to avoid a situation in which the main cable 2 or the auxiliary cable 6 collides or becomes entangled with a machine, a protruding part of a building, or the like in the hoistway. The reason why polyurethane is used as the constituent material of the elastomers 1, 2, and 3 is that the amount of wear when the steel cables 2, 6 collide is significantly smaller than that of other materials. The reason for using polyurethane is described with reference to Figs. 4 and 5. Fig. 4 (a) shows the tensile strength of each material including polyurethane rubber. Fig. 4 (b) shows the abrasion resistance of each material including polyurethane rubber. Point and the lowest point, the display range is divided into five stages. Fig. 4 (b) shows the relative relationship of abrasion resistance with respect to a certain load. The wear resistance of the urethane rubber shown in FIG. 4 (b) is about twice that of other materials such as silicone rubber and low-elastic rubber, and the amount of wear when subjected to an impact load as shown in FIG. 5 is Significantly smaller. As shown in Figure 4 (a), polyurethane rubber has higher mechanical strength such as tensile elasticity than other materials. Therefore, the reason for using polyurethane is that the mechanical strength is high, and its elasticity is smaller than that of metal materials, and it has the function of easing the impact load. Specifically, as shown in FIG. 5, the amount of wear per '15-(11) (11) 200305538 for the load region 'per impact of -15- (11) (11) 200305538 due to the collision of the main cables 2 and the like applied to the elastomer 12 using polyurethane is 1 〇_ 5 mm. If it is assumed that the number of wire rope collisions per year is about 105, the wear amount of the load region portion of the elastic body 12 during the year is about 1 mm. Thereby, the number of collisions corresponding to the thickness of the polyurethane is set in advance to calculate the number of collisions above a predetermined impact load, for example, 2 5 k g f or more. When the collision calculation 値 exceeds the set number of times, the wire rope stop device 10 is replaced, or a maintenance operation for changing the wire rope collision area of the elastic body 12 is performed as described later. Therefore, by using polyurethane for the elastomer 12, the damage or wear of the wire rope is reduced, and the soundness of the wire rope can be increased. In addition, the color of the polyurethane of the elastomer 12 and the polyurethane of the elastomer 13 may be different. As shown in FIG. 3, when the elastic body 12 continues to wear and the worn part 1 2 a is cut off, the steel cable contact part 1 3 a of the arch early body 13 of the lower layer is exposed, so A color change of the elastomer 1 3 which is different from the elastomer 12 will be exhibited. As a result, the replacement timing of the polyurethane can be easily judged. When the color of the elastic body 12 is changed, the contact area of the main wire 2 and the like can be changed by rotating the elastic body 12. Therefore, as shown in FIG. 1, at least one or more wire rope vibration isolation devices 10 are arranged near the vertical movement path of the balance weight 4, and an elastic body 12 of a different color is added to the outer peripheral surface of the frame 1 1 2. 1 3, and at least the use of polyurethane in the elastomer 12, can extend the life of the elastomer 1 2, 1 3, can make the replacement period including the maintenance of the elastomer 12 observable, and can ensure the soundness of the cable Sex. During strong winds or earthquakes, the elevator can run efficiently when the vibration of the building is large. -16- (12) (12) 200305538 In the above-mentioned embodiment, although the elastomer 12 and the elastomer 13 are respectively made of polyurethane, it is also possible to use polyurethane for the elastomer 12 and hardness of the elastomer 13 for example. Low-rigid metal components (such as aluminum pipes). With this structure, if the wear of the elastic body 12 of the upper layer continues, and the worn part 1 2 a is removed, the elastic body 13 of the lower layer, that is, the metal member will be exposed, similarly. The wear state of the elastic body 12 in the outer layer can be observed, and the same lubricating effect as described above can be achieved. The steel cable vibration isolating device 10 is composed of a frame 11, an elastic body 1 3, and an elastic body 12. Among them, if the elastic body 13 of the lower layer uses polyurethane of a material color, and the upper layer of the If the elastic body 12 is a paint layer, the abrasion of the paint layer causes the polyurethane elastomer 13 having a color different from that of the paint layer to be exposed. As a result, since the color of the paint layer is different from the color of the elastic body 13, the wear state of the elastic body 12 and the elastic body 13 can also be observed from the color change, and the same effect as described above can be achieved. As shown in FIG. 2, the frame 1 1 is erected between the mounting members 8 facing each other, and is fixed by bolts 1 4 from the outside of the mounting members 8. With this structure, it is possible to easily change the wire impact position of the elastic body 12 when it is determined as described above that the replacement time includes maintenance. As a result, when the frame 1 1 with the elastic body] _2, 13 is added, when the elastic body 12 is worn, it is not necessary to directly replace it. In other words, when the elastic body 12 wears out, it can maintain -17- (13) (13) 200305538 for a long time by changing the impact position of the wire rope. In addition, a plurality of insertion holes are formed in the circumferential direction of both ends of the elastic body 1 2 and 1 3, and when threaded hole portions are formed on both end portions of the frame 1 1 'the insertion holes are appropriately selected, If a screw including a bolt is inserted through the insertion hole, and the screw is fixed to the threaded hole portion of the frame 11, the wire rope impact position of the elastic body 1 2, 1 3 can be manually changed in the same manner, and the wire rope can be maintained for a long time. The original function of the vibration device 10. (Second Embodiment) Figs. 6 and 7 are explanatory diagrams of another embodiment of a wire rope vibration isolator according to the present invention. The steel cable vibration isolator is the same as in FIG. 2. It is made of polyurethane elastomer 1 2. Polyurethane elastomer 13 having a color different from that of elastomer 12 or a metal member having a lower hardness than steel ( (E.g., aluminum tube). As shown in Fig. 6, different parts of the steel wire rope vibration isolator are improved in the mounting structure of the frame 11 to the mounting member 8. In this structure, the tubular body 16 is fixed to the frame mounting surface side of the mounting member 8, and the right end portion of the frame 11 shown in the figure is detachably inserted into the tubular body 16. On the other hand, the left end of the frame 11 shown in the figure is a structure that is fixed using bolts 14 as described above. On the other hand, the cylindrical body 16 may have a structure that is oppositely attached to the attachment member 8 on the left side of the figure. The other structures are the same as those in Figs. 1 to 3, and for details, refer to the description of these drawings. With this structure, the frame 11 can be moved in the direction of the frame -18- (14) (14) 200305538 within the cylindrical body 16, so even if there is a distance between the two mounting members 8-8 In a different case, the elevator wire rope suspension device 10 can also be easily installed between the two mounting members 8. In addition, the mounting member 7 is provided with a non-threaded hole portion, and the same effect can be achieved by allowing one end portion of the frame 11 to pass through the non-threaded hole portion of the mounting member 7. The other end portion of the frame 11 may have a structure fixed by bolts 14 as in the second figure. In addition, as shown in FIG. 7, in the mounting member 8, a cylindrical body 17 having a threaded hole portion is mounted on the facing surface side of one of the mounting members, and one of the frames mounted on the cylindrical body 17 is mounted. A plurality of long hole portions may be formed on the outer periphery of the end portion. With this structure, the frame can insert screws 18 including bolts into the long hole portion, and if the frame is fixed to the threaded hole portion of the cylindrical body 17 with screws, it can absorb between the two mounting members 8 The situation of uneven distance. The other end portion of the frame 11 has a structure similar to that shown in Fig. 2 and is inserted into the cylindrical body 16 as shown in Fig. 6 with bolts, for example. (Laier's Two-Piece Embodiment) Fig. 8 is an explanatory diagram of an embodiment of a method for detecting a maintenance / replacement time of a wire rope vibration isolator according to the present invention. The wire rope vibration isolator 10 is added to the outer surface of the frame 11 with an elastic body 1 3 of a conductive metal member (for example, a name tube) having a hardness lower than that of steel, and a polyurethane elastomer 12. (15) (15) 200305538 The wire rope vibration isolator 1 0 is arranged on both sides of the balance weight 4, and the frame 1 1 constituting at least one wire rope vibration isolator 10 is installed on the mounting member via an insulating member. 8. Similarly, the frame 11 constituting the other wire rope vibration isolating device 10 is also mounted on the mounting member via an insulating member. The two frames 1 1 and 1 1 which are related to each other are connected to the insulation resistance measuring device 2 1 via signal lines, respectively. Usually, the two frames 1 1 are mounted on the mounting member 8 via an insulating member. An insulation resistance measuring device 2 1 is connected between the two frames 1 1. The insulation resistance measuring device 2 1 is used to measure a very large insulation resistance. In strong wind, the steel cord 2 is shaken, and even if it comes into contact with the polyurethane elastomer 1 2 ′, the polyurethane itself is an insulating material, so it is completely electrically insulated and can maintain a high insulation state. ... On the other hand, if the steel cable 2 is shaken by strong wind or the like and repeatedly hits or comes into contact with the polyurethane elastomer 1 2, the polyurethane elastomer 12 will wear out and come into direct contact with the lower hardness conductive material. Elastic body 1 3 of a metal member. If the steel cable 2 contacts the elastic body 1 3, a circuit will be formed between the two frames and the steel cable 2 to reduce the insulation resistance to a very low level. In the case of individual polyurethane elastomers 12 on the two frames, even if wear occurs on either side, and the other elastomer 12 has a low degree of wear, the insulation resistance measured by the insulation resistance measuring device 2 1 will Becomes very low. By monitoring the insulation resistance from the insulation resistance measuring device 21, the wear state of the elastic body 12 can be detected. Insulation resistance measuring device 21, when the insulation resistance drops, automatically sends -20- (16) (16) 200305538 to the elevator control panel 2 to display the insulation resistance reduction status on the display. 'After storing in the memory section, the abrasion state of the elastic body 12 can be prevented in advance' and the damage of the wire rope 2 can be prevented in advance. The two frames are mounted on the mounting members with insulation members, and both ends of one of the frames may be insulated with insulating members, while the other frame may be insulated without the insulating members. In this case, it is also possible to automatically detect the worn replacement time of the elastic body 12 on the frame side. With this embodiment, at least one of the frames 1 1 to which the elastic body 1 2, 1 3 is added is insulated around the balance weight 4 with an insulating member to be mounted on the mounting member 8 to make a monitor or When the structure of the insulation resistance is recorded, the replacement time of the elastic body 12 and the change time of the contact position of the cable can be automatically detected. When an insulation resistance measuring means is provided between the frame insulated by the electrically insulating member and the mounting member 8 and the insulation resistance is measured, the wear state of the elastic body 12 on the frame can be detected, and the elasticity can be automatically detected. The maintenance and replacement period of the body 12 and the change period of the contact position of the cable. (Fourth Embodiment) Fig. 9 is an explanatory view of an embodiment of a method for manufacturing a wire rope vibration isolator according to the present invention. The manufacturing method of the steel wire rope vibration isolator is to set the dies 31 which can be divided in the longitudinal direction. A hole portion 3 2 having a diameter of -21-(17) (17) 200305538 is formed at the bottom of the casting mold 31. In this state, a frame 1 1 or an elastic body 1 3 to which a metal member such as a low hardness metal pipe or the like having a low hardness is added to the outer peripheral surface is inserted into the casting mold 3 1 and passed through the casting mold. The hole portion 3 2 ′ of 3 1 is used to set the elastic body 13 and the casting mold 31 in a predetermined positional relationship. Then, using a high-temperature tank or heater 3 3, the periphery of the casting mold 31 and the elastomer 13 are heated to a predetermined temperature, and then polyurethane is poured between the casting mold 31 and the elastomer 13. After a predetermined amount of polyurethane is injected, it is thermally hardened. After the polyurethane is completely thermally cured, the casting mold 31 is disassembled and removed. By using this manufacturing method, the polyurethane, that is, the elastomer 1 2 is thermally hardened on the surface of a metal member such as a tube, that is, the elastomer 1 3. Polyurethane is mounted on the elastomer. If the elastomer 1 3 added to the outer peripheral surface of the frame 11 is a polyurethane member instead of a metal member, this manufacturing method can be used to inject polyurethane to heat-harden it. Therefore, with the above embodiment, one or a plurality of steel cables having the frame 11 with the elastomer 1 2, 1 3 added are arranged on both sides of the balance weight 4 in the direction of the upward and downward movement path of the balance weight 4. Vibration device 10. In addition, by using polyurethane at least for the elastomer 12 in the upper layer, the life span of the elastomers 1 2 and 13 can be lengthened, and the maintenance and replacement period of the elastomers 1 2 and 13 can be observed. Can ensure the integrity of the steel rope. As a result, for strong winds or earthquakes, the range of the amount of swing of the building where the electric -22- (18) (18) 200305538 can operate can be expanded, and an elevator device with good operating efficiency can be realized. The invention of the present application is not limited to the above-mentioned embodiments, and various modifications can be made without departing from the spirit thereof. Each embodiment can be implemented in combination, and a combined effect can be obtained. Furthermore, the embodiments described above include inventions in the upper and lower stages, and various inventions can be extracted by combining the plural constituent elements disclosed. For example, in the case where an invention is extracted from all the components described in the means for solving a problem, and the invention is extracted, the omitted part may be appropriately supplemented by a conventional technique when implementing the extracted invention. . [Brief Description of the Drawings] Fig. 1 is a structural diagram showing an embodiment of an elevator apparatus using the wire rope vibration isolator of the present invention. Fig. 2 is a structural diagram showing an embodiment of a wire rope vibration isolator according to the present invention. Fig. 3 is a structural diagram of a main part of the wire rope vibration isolator of the present invention. Fig. 4 is a comparison diagram of the mechanical strength and abrasion resistance of polyurethane and other materials used in the wire rope vibration isolator of the present invention. Fig. 5 is a comparison diagram of the abrasion amount of polyurethane and other materials used in the wire rope vibration isolator of the present invention with respect to impact. Table 6 is a structural view of another embodiment of the wire rope vibration isolator of the present invention. -23- (19) (19) 200305538 Fig. 7 is a structural view showing another embodiment of the wire rope vibration isolator of the present invention. Fig. 8 is an explanatory diagram of an embodiment of a method for detecting a maintenance / replacement time of a wire rope vibration isolator according to the present invention. Fig. 9 is an explanatory view of an embodiment of a method for manufacturing a wire rope vibration isolator according to the present invention. FIG. 10 is an explanatory diagram of a structure of a conventional steel cable vibration isolator. Fig. 11 is a perspective view for explaining the structure of a conventional other wire rope vibration isolator. Fig. 12 is a top view of a wire rope vibration isolator including the balance weight shown in Fig. 11; [Illustration of drawing number] 1: crane 2: main cable 3: elevator box 4: balance weight 5: auxiliary pulley 6: auxiliary cable 7: floor of machine room 8: mounting member 9: guide rail 1 〇: steel cable vibration stop device 1 1 : Frame-24- (20) (20) 200305538 1 2: Elastomer 1 3: Elastomer 1 4: Bolt 1 6: Tubular Body 1 7: Tubular Body 1 8: Screw 2 1: Insulation Resistance Measuring Device 2 2: Control board 3 1: Casting mold 3 2: Hole 3 3: Heater
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