t、發明說明： 【發明所屬之技術領域】 本發明之人（手）孔蓋轉巡檢f理方法，係 —種有效的控管作業方式及改善維修人（手）孔k 施作工法，而兼具作業的進步性及實雜的管;方 法’並考量用路人的安全性，有別於習式不足之虞。 【先前技術】 按，目前道路上設置的傳統式人（手）孔蓋，有 市政府、台電公司、電信局、瓦斯公司、有線電 者等，數量頗為龐雜’其規格與設置位子不等，且零 亂有礙觀瞻，由於人（手）孔蓋周遭結構經常破損造 成行車不便’甚或導致事故發生之情形時有所聞，但 破損並非因為孔蓋本身之結構所致，於: 填充與孔蓋結制之雜不良，而柏油路面與周邊= ，物=間的破損亦與其間之黏結科有相t之關係或 是孔盍鑄鐵長久使用後磨損、破裂等因素，· 口傳、”先之人（手）孔盍周邊填充介材屬於岡帐物 質（如早強水泥或樹脂水泥），然孔蓋及柏油路面皆 為剛性（並無彈性介材），所以當車輛行駛於孔蓋結 構車行重量造成人（手）孔蓋之衝擊力無法經由 介材減緩吸收，而讓人（手）孔蓋本身單純的吸收， 因此就會造成孔蓋周邊填充介材及孔蓋周邊與柏油間 的破損。 1263723 承上述，就算付出大筆預算及沉重之社會成本重 新仏设’二、五個月後損壞狀況仍舊依然會發生，因 為人（手）孔蓋長期使用後會發生很多問題，例如： 人（手）孔蓋之鑄鐵與地面瀝青磨損係數不同而造成 道路不平或與瀝青結合處容易破裂，引發交通安全問 題’或人（手）孔蓋長期使用後會有磨損或破裂而引 發。呆音，且於長期使用後發生路基下陷造成人（手） 孔座變形等等。 現今人（手）孔蓋之缺失而導致交通安全問題、 道路觀瞻問題、料問題等，仍有須政府相關工程單 位β又法改善，在車行數量頻繁之台灣，如何保持施工 後路面之平整转驗著政府及棚讀單位之決心。 【發明内容】 -由於使用人（手）孔蓋的數量可觀，每年所需維 蔓換新提幵等婁文量繁多，人力、物力耗費魔大， 因此建議’_錄之科技管理人⑷孔蓋方法 =果化道_念結合，職是，為能完成_訴求，本 毛月人（手）孔蓋維護巡檢管理方法之主要目的· 1·全面清除路面人（手）孔蓋以埋人方式設置人（手） 孔盍，路面平整美觀，交通安全。 2·知，雜黏結顺高硬度之花S石兩彻料組合經 2嚴格：比例及工法製作而成之預鑄結構體做為填 、周、η材部份採用彈性黏結劑將預鑄結構體與 1263723 ^ 路面瀝青結合。 • 定位系統及電腦資料庫管理之技術（結合 RFID無_子標籤）建立有效的人（手）孔維護、 巡k官理系統’包含人（手）孔位置搜尋方法、圖 貝建立、靶工方式、施工品質、巡視檢點時間、考 核方式等，逐次建檔管理。 ㈣本發明之詳細說明及技_容，現配合圖式 否兄明如下： 【實施方式】 本發明人（手）孔蓋施工與維護巡檢管理方法之 執行步驟與相關細節如下： 一、 基本資料蒐集與準備 L人（手）孔蓋座標、位址、聯絡人等基本資料 及數量寫入無線電子標籤(RFID)建立圖資。 2·利用電腦具有MS-SqL資料庫伺服器及一固 _ 定IP位址’供人（手）孔巡視檢查（或施工） 糸統導入。 二、 無線電子標籤製作 1、 無線電子標籤規格（含接收及發射功能）、 位置與内容資料寫入。 2、 無線電子標籤外觀製作（耐候、抗壓、耐震） ' 與數量確認。 二、糸統安裝測試 1、主系統安裝於單位主管部門。 1263723 2、 遠程傳輸系統安裝於區域巡修單位電腦中， 必須與單位主管部門電腦網路連線）。 3、 糸統功此測試與修正。 四、 巡視檢查作業測試 選定人（手）孔位置，利用衛星定位系、统（Gps) 笼巡定位，應財上型電腦（PDA)進行貼無線電子 標籤(RFID)、基本資㈣置、巡檢數據登錄、遠程資 料傳輸、位置鮮確認[切健，系統應符合實際t, invention description: [Technical field of invention] The invention (hand) hole cover turn inspection method, is an effective control operation mode and improve the maintenance man (hand) hole k construction method, And the combination of the progressive and practical management of the work; the method 'and consider the safety of passers-by, different from the lack of practice. [Prior Art] According to the current traditional man (hand) hole cover set on the road, there are municipal governments, Taipower companies, telecommunications bureaus, gas companies, cable operators, etc., the number is quite complex, and its specifications and setting positions vary. And the disorder is unsightly. Because the structure of the manhole (the hand) is often damaged, the driving is inconvenient, or even the accident occurs. However, the damage is not caused by the structure of the hole cover itself. The badness of the cover is bad, and the damage between the asphalt pavement and the surrounding =, the material = is also related to the bonding between the asphalt pavement and the wear and tear of the cast iron after long-term use, · Oral transmission, "first The filling material around the hole of the person (hand) belongs to the collateral material (such as early strength cement or resin cement), but the hole cover and the tarmac are rigid (no elastic medium), so when the vehicle is driven by the hole cover structure car The weight of the hole caused by the weight of the person (hand) can not be absorbed by the medium, and the person's (hand) hole cover itself is simply absorbed, so that the periphery of the hole cover and the periphery of the hole cover are 1263723 According to the above, even if you pay a large budget and heavy social costs, the damage will still occur after two or five months, because many problems will occur after the long-term use of the manhole cover. For example, the wear coefficient of the cast iron and the ground asphalt of the man (hand) hole cover is different, which causes the road to be uneven or the joint with the asphalt is easily broken, causing traffic safety problems or the person (hand) hole cover may wear or rupture after long-term use. Initiation, dullness, and after the long-term use, subgrade subsidence causes deformation of the person (hand), etc. The lack of manholes in today's (hand) hole covers traffic safety problems, road observation problems, material problems, etc. The government-related engineering unit has improved the β-method. In Taiwan, where the number of dealers is frequent, how to maintain the road surface after construction to test the determination of the government and the shed units. [Invention] - The number of manholes (hands) Appreciable, the annual requirements for the exchange of new vines and other plaques are numerous, and the manpower and material resources are expensive. Therefore, it is recommended that the _recorded technology manager (4) hole cover Method = fruitization road _ 念 combination, job is, in order to be able to complete _ appeal, the main purpose of this Mao Yueren (hand) hole cover maintenance inspection management method · 1 · comprehensively remove the pavement man (hand) hole cover to bury people Ways to set people (hands) Holes, the road surface is flat and beautiful, traffic safety. 2, know, the heterogeneous bond of high-strength flower S stone two materials combination through 2 strict: ratio and construction method made of 預鑄 structure as Filling, Week, and η parts are combined with 1263723^ pavement asphalt using elastic bonding agent. • Positioning system and computer database management technology (in combination with RFID non-sub-label) to establish effective human (hand) holes Maintenance, patrol system, including the location of the person (hand) hole search method, Tubei establishment, target work mode, construction quality, inspection check time, assessment method, etc., file management. _容, now cooperate with the schema, the brother is as follows: [Embodiment] The implementation steps and related details of the inventor's (hand) hole cover construction and maintenance inspection management method are as follows: 1. Basic data collection and preparation L people (hand ) The basic information and quantity of the hole cover coordinates, address, contact, etc. are written into the wireless electronic tag (RFID) to establish the map. 2. Use the computer with MS-SqL database server and a solid _ fixed IP address 'for human (hand) hole inspection (or construction) system import. Second, wireless electronic label production 1, wireless electronic label specifications (including receiving and transmitting functions), location and content data written. 2, wireless electronic label appearance production (weather, compression, shock resistance) ' with the quantity confirmed. Second, the system installation test 1, the main system is installed in the unit responsible department. 1263723 2. The remote transmission system is installed in the computer of the regional patrol unit and must be connected to the computer network of the competent department of the unit). 3. This test and correction. Fourth, the inspection inspection operation test the selected person (hand) hole position, using the satellite positioning system, system (Gps) cage patrol positioning, the financial computer (PDA) for wireless electronic tag (RFID), basic resources (four) set, patrol Check data registration, remote data transmission, location fresh confirmation [cutting, the system should be in line with the actual
狀況與需求。 、T 五、 人（手）孔巡視檢查系統軟体」建立與「施工 作業」程序之規劃。 /、、基本資料建置與所有人（手）孔無線電子標籤 (RFID)張貼 1、 所有人（手）孔資料鍵入電腦系統中。 2、 所有人（手）孔電子標籤文字之撰寫與建置 於首次施工作業時實施安裝。 七、母一人（手）孔處安置二個無線電子標籤(处仍）， 一個主動式無線電子標籤(Active RFID)，一個被 動式無線電子標籤(Passive RFID)，主動式無線電 子標籤(Active RFID)具備發射功能需要電源，被 動式無線電子標籤(Passive RFID)不需要電源必須 由掌上型電腦（PDA)蒐尋呼叫才才會反應，反 應的結果是通令主動式無線電子標籤(Active RFID)回應掌上型電腦（pDA)，由主動式無線電 1263723 子標籤(Active RFID)發射信號給掌上型電腦 (PDA)確認所在位置，其目的是主動式無線電 子標籤(ActiveRFID)需要電源（可用長效性電池） 經常保持在休眠，可節省電能，被動式無線電子 才示戴(Passive RFID)不需要電源，如此可確保長期 運轉。 八、系統正式使用 首次施工由單位主管部門進行確認，並正式開始 使用本系統。 呈上述，請同時參閱『第丨圖至第4圖』所示， 其施作步驟如下： A·建立施工位置圖資：首次到達現場以目視或利用金 屬探測器找到人（手）孔蓋丨位置，經過土木施工 後挖除人（手）孔蓋1，然後利用衛星定位系統 (GPS)建置圖資及埋設無線電子標籤（RFID)做 為位置建置圖資，然後利用掌上型電腦（PDA)及 無線電子標籤（RFID) 2等器材寫入施工位置建置 圖寅。然後回填預每結構體，周邊部份採用彈性黏 結劑將預鑄結構體與路面瀝青結合。下次（第二次） 以後施工時可以利用衛星定位系統（Gps)及掌上 型電腦（PDA)與無線電子標籤（rpid)或金屬 探測器等器材輕易找到人（手）孔蓋丨正確位置圖 資確認後施工。 1263723 本發明之電腦施工檢查作業系統說明： ， 此系統安裝於主管部門，以利主管部門掌握施工 狀况14現％$錄存檔，並具有自動檢驗工程管理之 能，此系統包含： •人（手）孔蓋基本資料建置··包含人（手）孔 蓋座標、位置、名稱、編號、聯絡人姓名、電 。檢查人貞基本資料建置：包含檢查工作 φ 時間、檢查人員、工作項目名稱等等。 2·檢查記錄遠端資料傳輸：具有「檢查記錄遠端 資料傳輸功能」軟體，安裝在主管單 巡修部Η電腦，制由主管州 將最新之檢查記錄上傳至主管部門之伺服器 上，以供相關人員即時查閱之用。 3·人（手）孔蓋巡視檢查資訊管理系統可為多人 使用之區域網路版(同時間可供十人以上線使 _ 用），資料庫為MS SQL Sever。 4·無線電子標籤(RFID)，此標籤具有唯一之識別 碼，而此識別碼無法自行複製，當檢查人^進 入k查％可使用掌上型電腦感應讀取標籤資 料，並自動記錄檢查、維護人員到場與離開該 人（手）孔處之日期及時間，可查出先前到歷 史記錄。 5.2查人員進行人（手）孔蓋檢查工作時，須以 单上型電腦記錄有關人（手）孔蓋之環境狀況 ^63723 f轭狀況凡整έ己錄，其他有關檢查之細目需 由主管部Η提供’施工單位可將此需求設 ° 人（手）孔蓋巡視檢讀訊管理系統」 内0 6.巡檢人員每日完成人（手）孔蓋之巡檢後，必 須至主管部門所轄之巡修部Η，將掌上型電腦 (PDA)檢查之記錄資料以内部網路系統傳回 主管部⑽，娜蝴人貞對工程進度檢 驗管理與施工結果之查閱及報表列印。 7·檢查人員所使用之掌上型電腦（PDA)，必須 ，利用無線電子標籤（㈣）管控檢查人員確 θ有到人（手）孔蓋現場進行施工作業，並且 於任何If心下均無法自行更改掌上型電腦内之 記錄資料。 8·母-筆施工記錄’必須記載日期、時間，確保 檢查作業之落實執行，並且於日後追蹤考核之 用。 B•找出施工位置圖資後先用切割技術將人（手）孔位 置描定處切割、再取出人（手）孔蓋1向下挖掘 =至30公分深，適當深度再調整人（手）孔頸兕 回度（有些不必取出人（手）孔頸30)。 c·挖掘後務必徹底清除人（手）孔頸3()附近空間12 所有之殘渣，原有之混凝土或柏油若有鬆動者亦須 第11頁 1263723 一併清除，整平内部空間12，將鐵板蓋在人（手） 孔座3 口上方。 D. 將人（手）孔蓋1固定在人（手）孔座3 口上之後， 安褒無線電子標籤（RFID)2於人（手）孔蓋1上， 而女衣债測恭20於人（手）孔蓋1下（如參閱第 3圖），偵測器視需要才安裝。 E. 預鑄結構體的外沿（類似框框）可以裝設標示材料 (例如紅色塑膠骨架）做為將來施工時方便尋找 (開挖位置）塑膠框框骨架可隨地面瀝青磨損維持 塑膠框骨的可見度，因此將來施工時容易尋找。 F·開始採用瀝青（瀝媒土）回填，整平内部空間12， 然後放置預鑄結構體，應避免因底部結構之高低差 而有鬆動之情事發生。將彈性黏結劑u保持在規 定之溫度(190°C)，以高溫壓縮空氣搶熔解槽邊之柏 油斷層面，再抹上彈性黏結劑u，讓彈性黏結劑 11與柏油能熔於一體，增強其黏結強度，並將整 個凹槽以彈性黏結劑U灌注入填滿整個凹槽，以 達到防水之效果，可保護人（手）孔座3内部之混 凝土結構不被水侵名虫。 該預鑄結構體，係為超高黏性之彈性體，由多種 特殊之高分子聚合物與石化材料結合高硬度之花崗 石，經過嚴格之比例及工法製作而成。經多年研發， 其優良之彈性及超強之黏結能力，業已通過國内外嚴 苛之實際之路面測試幾乎沒有損壞之案例。 第12頁 1263723 本項發明兩種原料組合而成分別說明如下： 1.彈性黏結劑u :傳統之橡膠齡由於黏性、延展性 及抗老化性皆無絲任品質要求，若_使用於路 面而導致行車人員之傷亡實非吾等所願。是以經多 年國内外研究及實際工程錄後研發㈣用之彈性 黏結劑，其品質之要求如下·· |人化點(ASTMD36-95 ; BS2000、： 95Τ^ΊΤ5Ϊ1 鮮八 U：) 25，150g，5sec): 1 ΟΠΊΓΠ 〜20mm 流動性實驗(ASTMD1191-9460°C，斜率 75。）： χ v/iiiiii 〇 υΐΙΙΓΓΙ < 1mm 延伸實驗(ASTM D1191-941¾¾¾ 測試 次拉長50% ): 接合物之間無破 損現象 2·ί匕崗石·由於曾使用一般石料而導致產品結構破損，所以 利用花崗石高硬|之特性，方能與上述彈性黏糊結合成 一堅實之成品。 選用花崗石有兩點須特別注意，茲陳述如下： a·在使用前須洗淨晾乾，此舉可避免附著其上之細小砂石 • 造成花崗石與彈性黏結劑間之剝離，進一步造成產品 結構之破壞。 b·須事先篩選過濾花崗石，控制其大小在14_〜2〇_之 間，如此方能控制石料與彈性黏結劑間之比例。太小 之石料會導致石料比例過高，雖有較強之硬度，但其 間之黏結力及彈性則會不足；太大之石料會導致石^ 比例過低，其硬度無法承受強大之車行衝撞力，是以 石料之大小控制亦是能否成功之重大因素。 G·回填過程須以壓實機充份壓實，壓實之步驟必須十 第13頁 1263723 分確實，整體結構之賊方能應付繁忙之交通流量 及超重之貨卡車。 H. 表面塗抹上-層彈性黏結劑u，填滿地面之所有空 隙，凝固後便是-耐麗、耐衝擊且防水之完美的路 面。 I. 完成後約30分鐘後即可通車，較之傳統之剛性水泥 需要4小時之等待時間，更能減少因交通塞所造 成之社會成本。 本發明之特點： 1·利用遠端資料傳輸網路管理系統連結電子區域網 路p返日守幕握整體人（手）孔蓋的施工進度與管理 資料登錄。可以確實考核人（手）孔蓋的檢查、 施工進度與異常之狀況掌握，順利達到巡檢與維 護之目的。 2·以爾星疋位建立人孔蓋位置之座標資料庫，並以 電子地圖標出此人孔之確切位置，此人孔蓋可埋 入地下10至30公分左右(以防止交通、氣爆、漏 電專之思外事故），當有需要至人孔做例行之檢查 或施工時，可利用此精確之衛星定位器，配合掌 上型電的資料庫查詢功能，與掌上型電腦之電子 地圖指引，可迅速找到該人孔蓋之正確位置，並 進行表面層之挖掘，如此可輕易打開人孔蓋，安 全的進行施工或檢查。 第14頁 1263723 3·為確保施工人員或檢查人員按實際進度，定時與 定點作業，藉由在人孔蓋1上方之無線電子標鐵 (RFID)，可記錄此人孔内之基本資料，並且藉 由工作人員之掌上型電腦，讀取該無線電子標籤 (RFID)，同時記錄讀取之人孔蓋編號、讀取時間 等，工作人員在進行檢查或施工時，如有必要， 也可利用掌上型電腦將有異常或施工完的情形以 照相圖槽儲存至掌上型電腦上。 4·作人員在現％之蕙集到的資料，回到辦公室後 可以利用電腦以遠端傳輸的方式，將上列資料傳 ，至管理中心的主電腦上，配合原先建置之衛星 定位資料庫，對於每一人孔蓋之基本資料與工作 内谷、％間等均可整合至此管理系統内，供管理 人員監控與魏麵之用，以落實檢查工作或相 ，之施工有按合約或計畫在進行，並確保此人孔 盍維護保養之作業品質。 ;·遠端資料傳輸網路管理系統具有「檢查（施工） 1錄遠端資料傳輸功能」軟體安裝在巡修部門電 細’再藉由維修部門内部網路將最新之檢查記錄 或施工結果上傳至舰ϋ上，提供相關部門即時 查閱之用。 而貝料傳輸網路管理系統可為多人使用之區域 網路版(同時間可供十以上線使用） ，資料庫為 MS SQL Sever。 第15頁 1263723 7.f用無線電子標籤⑽D)、掌上型電腦（pDA)、 術星定位系統（GPS)、金屬探測器可以輕易尋找 到人（手）孔位置。 8. 利用無線電子標籤⑽ID)連結氣體偵測器㈣ f電流_器將_結果自_存於無線電子標 籤（RFID)内’當現場巡檢時，可以應用掌上型 電腦（PDA)讀取無線電子標鐵（rfid)資訊，Status and needs. , T5, Human (hand) hole inspection system software" establishment and "construction operation" program planning. /, Basic information is built and all people (hands) hole wireless electronic tag (RFID) posted 1, all (hand) hole information into the computer system. 2. Writing and construction of the electronic label text of all persons (hands) The installation is carried out during the first construction operation. 7. Place two wireless electronic tags (still) in the mother's (hand) hole, an active wireless electronic tag (Active RFID), a passive wireless electronic tag (Passive RFID), and active wireless electronic tag (Active RFID). Passive RFID requires a power supply. Passive RFID does not require a power source to be searched for by a handheld computer (PDA). The result of the response is that the active wireless electronic tag (Active RFID) responds to the palmtop computer. (pDA), the active radio 1263723 sub-tag (Active RFID) transmits a signal to the handheld computer (PDA) to confirm the location, the purpose is that the active wireless electronic tag (ActiveRFID) requires power (a long-lasting battery is available) In sleep, power is saved, and Passive RFID does not require a power source, which ensures long-term operation. 8. The system is officially used The first construction is confirmed by the competent department of the unit and the system is officially started. For the above, please refer to the “Drawing Diagram to Figure 4”. The steps are as follows: A. Establish the construction location map: first arrive at the site to visually or use the metal detector to find the person (hand) hole cover丨Position, after the civil construction, excavate the man (hand) hole cover 1, and then use the satellite positioning system (GPS) to build the map and embed the wireless electronic tag (RFID) as the location to build the map, and then use the palmtop computer ( PDA) and wireless electronic tag (RFID) 2 and other equipment are written into the construction location. Then, each pre-structure is backfilled, and the peripheral portion is bonded to the pavement asphalt by an elastic binder. The next time (the second time), you can use the satellite positioning system (Gps) and palm-sized computer (PDA) and wireless electronic tags (rpid) or metal detectors to easily find the correct position of the person (hand) hole cover. Construction after confirmation. 1263723 Description of the computer construction inspection operation system of the present invention: The system is installed in the competent department, so that the competent authority can grasp the construction status, and the automatic inspection engineering management capability includes: • Hand) Basic information of the hole cover. · Contains the coordinates of the person (hand), the location, name, number, contact name, and electricity. Check the basic information of the person: including the inspection work φ time, the inspector, the name of the work item, and so on. 2. Inspection and remote data transmission: It has the software of “Checking the remote data transmission function of the inspection record” and installing it on the computer of the supervisory patrol department. The competent state will upload the latest inspection record to the server of the competent department. For immediate review by relevant personnel. 3·People (hand) hole cover inspection information management system can be used for multi-person regional network version (simultaneous for more than ten people to use _ use), the database is MS SQL Sever. 4. Wireless electronic tag (RFID), this tag has a unique identification code, and this ID can't be copied by itself. When the checker enters k, the tag can be used to read the tag data and automatically record the check and maintain. The date and time when the person was present and left the hole of the person (hand) can be found in the previous history. 5.2 When inspecting the person's (hand) hole cover inspection work, the environmental condition of the person (hand) hole cover shall be recorded by a single type computer. ^63723 f yoke condition is recorded separately, and other related inspection details shall be supervised by the supervisor. The Ministry of Construction provides the 'construction unit can set this demand to the person (hand) hole cover inspection and inspection management system." 0. The inspection personnel must complete the inspection of the person (hand) hole cover every day, and must go to the competent department. The patrol department under the jurisdiction of the PDA has transmitted the records of the palm-sized computer (PDA) inspection to the competent department (10) through the internal network system, and Nafa's inspection and report of the project progress inspection management and construction results are printed. 7. The handheld computer (PDA) used by the inspector must use the wireless electronic label ((4)) to control the inspector. It is true that there is a person (hand) hole cover to carry out the construction work on site, and it is impossible to Change the log data in your handheld. 8. The mother-pen construction record must record the date and time to ensure the implementation of the inspection and to track the assessment in the future. B• After finding the construction location map, first cut the position of the person (hand) hole with the cutting technology, and then take out the person (hand) hole cover 1 to dig down to 30 cm deep, adjust the person at the appropriate depth (hand ) The neck neck squat (some do not have to take the person (hand) hole neck 30). c. After excavation, it is necessary to completely remove all the residue in the space around the neck (3) of the person (hand). If the original concrete or tar is loose, it must be removed on page 11 1263723, and the internal space 12 will be leveled. The iron plate is placed over the mouth of the person (hand). D. After the person (hand) hole cover 1 is fixed on the mouth of the person (hand), the ampoule wireless electronic tag (RFID) 2 is placed on the man (hand) hole cover 1 and the female clothing debt is measured. (Hand) Under the hole cover 1 (see Figure 3), the detector is installed as needed. E. The outer edge of the structure (similar to the frame) can be equipped with marking materials (such as red plastic skeleton) as a convenient search for future construction (excavation position). The plastic frame frame can maintain the visibility of the plastic frame bone with the asphalt on the ground. Therefore, it is easy to find in the future construction. F· began to backfill with asphalt (separation soil), leveling the internal space 12, and then placing the 預鑄 structure, avoiding the loosening of the bottom structure due to the height difference. Keep the elastic bonding agent u at the specified temperature (190 °C), use the high-temperature compressed air to melt the tarred fracture layer on the side of the groove, and then apply the elastic bonding agent u to melt the elastic bonding agent 11 and the tar. The bonding strength and the entire groove are filled with the elastic bonding agent U to fill the entire groove to achieve the waterproof effect, and the concrete structure inside the manhole (hole) 3 can be protected from water invading the insects. The enamel structure is an ultra-high-viscosity elastomer, which is made of a variety of special high-molecular polymers and petrochemical materials combined with high-hardness granite, and is produced through strict proportion and engineering methods. After years of research and development, its excellent flexibility and super-strong bonding ability have passed the test of the actual road surface at home and abroad with almost no damage. Page 12 1263723 The two raw materials of the invention are respectively described as follows: 1. Elastic bonding agent u: The traditional rubber age has no silk quality requirements due to viscosity, ductility and aging resistance, if used on the road surface The casualties caused by the drivers are not what we want. It is an elastic adhesive used for research and development (4) after years of research at home and abroad. The quality requirements are as follows: (ASTMD36-95; BS2000,: 95Τ^ΊΤ5Ϊ1 Fresh eight U:) 25,150g , 5 sec): 1 ΟΠΊΓΠ 〜20mm fluidity test (ASTMD1191-9460°C, slope 75.): χ v/iiiiii 〇υΐΙΙΓΓΙ < 1mm extension test (ASTM D1191-9413⁄43⁄43⁄4 test length elongation 50%): conjugate There is no damage between the two. 2·匕匕························································································ There are two points to choose from for granite. Please note the following: a· Wash and dry before use. This will avoid the small sandstone attached to it. • Cause the separation between granite and elastic bonding agent. Further Causes damage to the structure of the product. b. The granite must be screened in advance to control the size between 14_~2〇_, so as to control the ratio between the stone and the elastic binder. Too small stone material will lead to too high proportion of stone material. Although it has strong hardness, the bonding force and elasticity will be insufficient. Too much stone will cause the stone ratio to be too low, and its hardness cannot withstand a strong car collision. The ability to control the size of the stone is also a major factor in its success. G. Backfilling process must be fully compacted with compactor. The step of compaction must be 10 Page 13 1263723 It is true that the overall structure of the thief can cope with the busy traffic flow and overweight trucks. H. Apply a layer-up of elastic bonding agent u to fill all the gaps on the ground. After solidification, it is the perfect road for resistance to impact, impact and water. I. It can be opened after about 30 minutes of completion, which requires 4 hours of waiting time compared to traditional rigid cement, which can reduce the social cost caused by traffic congestion. Features of the present invention: 1. Using a remote data transmission network management system to connect the electronic area network. The return to the day is the construction progress and management data of the whole person (hand) hole cover. It is possible to accurately check the inspection, construction progress and abnormal conditions of the man (hand) hole cover, and successfully achieve the purpose of inspection and maintenance. 2. Er's star position establishes the coordinate database of the manhole cover position, and the exact location of the manhole is electronically displayed. The manhole cover can be buried in the ground for about 10 to 30 cm (to prevent traffic and gas explosion). , leakage accident special accident), when there is a need to go to the manhole for routine inspection or construction, you can use this precise satellite locator, with the palm-sized data database query function, and the electronic map of the handheld computer Guide, you can quickly find the correct position of the manhole cover, and excavate the surface layer, so that the manhole cover can be easily opened and the construction or inspection can be carried out safely. Page 14 1263723 3. In order to ensure that the construction personnel or inspectors can regularly and regularly work according to the actual progress, the basic information in the manhole can be recorded by the wireless electronic standard iron (RFID) above the manhole cover 1. The wireless electronic tag (RFID) is read by the staff's palm-sized computer, and the number of the manhole cover read and the reading time are recorded, and the staff can also use the inspection or construction when necessary. The palmtop computer will store the abnormality or the finished image in the photo slot to the palmtop computer. 4. The information collected by the staff at the current %, after returning to the office, can use the computer to transmit the above data to the main computer of the management center by means of remote transmission, and cooperate with the original satellite positioning data. The library, for each person's hole cover basic information and work valley,%, etc. can be integrated into the management system for management personnel to monitor and use Wei Wei to implement inspection work or phase, the construction is contracted or calculated The painting is carried out and the quality of the work of this person is maintained. ;·Remote data transmission network management system has “inspection (construction) 1 recording remote data transmission function” software installed in the patrol department” and uploads the latest inspection records or construction results through the internal network of the maintenance department. On the ship's raft, provide relevant departments for immediate access. The shell material transmission network management system can be used for multi-person regional network version (more than ten lines at the same time), and the database is MS SQL Sever. Page 15 1263723 7.f The location of the person (hand) hole can be easily found using the wireless electronic tag (10) D), palmtop computer (pDA), satellite positioning system (GPS), and metal detector. 8. Use the wireless electronic tag (10) ID) to connect the gas detector (4) f current _ the device will be stored in the wireless electronic tag (RFID) 'when on-site inspection, you can use the palm computer (PDA) to read wireless Electronic standard rail (rfid) information,
=現場码安全，以上連結細器部份須視需 求裝設（可任選） 9. 採用彈性減賴高硬度之花岗石兩項原料組合 之預鑄結構體做為填料，周邊部份採用彈性黏： 劑將預鑄結構體與路面瀝青結合（如見於第2 ° 圖）’作法簡單、迅速’完工後3〇分鐘即可通車。= On-site code security, the above connection part must be installed according to requirements (optional) 9. The 預鑄 structure with elastic combination of high hardness and granite combination is used as the filler, and the peripheral part is used. Elastic viscosity: The agent combines the 預鑄 structure with the asphalt on the road surface (as seen in the 2 ° figure). 'The method is simple and rapid'. It can be opened in 3 minutes after completion.
ίο.預鑄結構體可以應用橡膠瀝青或樹脂材料、— 般瀝青、水泥等做為填料’輯結構體的外沿 可以裝設標示材料（例如紅色塑膠）做為將 施工時方便尋找（開挖位置）。 11.如須維修電徵管線時可以利用衛星定位系吮 (=、掌么型電腦(PDA)、無線電子標籤 CRFID)屬探測器等器材可以輕易找到人 (=)孔蓋之位置後，先用切割技術將人（手） 减位置描定切割、再取出填料即可維修電^ 管線或做巡視檢點工作，簡單迅速。 、、見 12.電驗線祕完錢，直接_鱗式之預鑄 1263723 f構體填補’再用彈性黏結劑融人結合路面渥 青形成-體’形性介材*不易破裂，並於 路面完工後3〇分鐘即可通車。 、 13. „管效益佳（長期登錄工作記錄），可以 提昇有形或無形績效。 14. f效防止道路工安事件’配合地方政府美化市 容，提昇公司企業形象。 15. 本案改善施工完成後道路全面鋪平，沒有人 (手）孔蓋位置，路面平整美觀，交通安全， 不須維護。 16. 地方政府機獅護道鱗麵除或鋪設路面遞 青都不受影響。 *综合=上所述者，本發日狀（手）孔蓋維護巡檢 官理方法貫為考量整魏讀業的控管及實用性 全性，而有別於習式不足之虞，而於所揭之方法僅= 本發明所勒之較佳實蘭*已，並翻來限定本發 明實施之細。即凡依本發日种請專利範騎做的^ 等變化與修飾’皆為本發明專利範圍所涵蓋。 【圖式簡單說明】 第1圖：係本發明人（手）孔之立體示意圖； 第2圖：係本發明人（手）孔之施作俯視示意圖； 第3圖：係本發明人（手）孔之剖面示意圖； 第17頁 1263723 第4圖：係本發明人（手）孔之施作系統示意圖； 【主要元件符號說明】 人（手）孔蓋1 彈性黏結劑11 内部空間12 骨架位置120 無線電子標籤（RFID) 2 偵測器20 人（手）孔座3 人（手）孔頸30Ίο.預鑄Structural structure can be applied with rubber asphalt or resin material, such as asphalt, cement, etc. as the filler. The outer edge of the structure can be equipped with marking materials (such as red plastic) as easy to find during construction (excavation) position). 11. If you need to repair the electric sign pipeline, you can use the satellite positioning system (=, palm-type computer (PDA), wireless electronic tag CRFID) to be a detector and other equipment can easily find the position of the person (=) hole cover, first Using the cutting technology to reduce the position of the person (hand) and cut the filler, you can repair the electric pipe or do the inspection work, which is simple and quick. , see 12. Electroscope line secrets the money, direct _ scale type 637 1263723 f structure to fill 'reuse elastic bonding agent to combine the formation of pavement indigo formation - body 'shaped media * not easy to break, and After the road is completed, it can be opened in 3 minutes. 13. “Good management efficiency (long-term log-in work record) can improve tangible or intangible performance. 14. f-effectiveness prevention of road safety events” Cooperate with local government to beautify the city's appearance and enhance the company's corporate image. Fully paved, no man (hand) hole cover position, the road surface is flat and beautiful, traffic safety, no maintenance. 16. The local government machine lion guardrail scales are not affected by the pavement or the laying of the pavement. *Comprehensive = Shangshang As mentioned, the Japanese-style (hand) hole cover maintenance inspection method is considered to take into account the control and practicality of the whole Wei reading industry, and is different from the lack of practice, and the method disclosed is only = The preferred embodiment of the present invention has been defined to limit the implementation of the present invention. That is, the variations and modifications made by the patents of the present invention are covered by the scope of the invention. BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is a perspective view showing the hole of the inventor (hand); Fig. 2 is a schematic plan view showing the application of the inventor (hand) hole; Fig. 3: The inventor (hand) ) Schematic diagram of the hole; page 17 126372 3 Fig. 4 is a schematic diagram of the application system of the inventor (hand) hole; [Major component symbol description] Human (hand) hole cover 1 Elastic bonding agent 11 Internal space 12 Skeleton position 120 Wireless electronic tag (RFID) 2 Detect Detector 20 person (hand) hole seat 3 person (hand) hole neck 30