200815646 九、發明說明： 【發明所屬之技術領域】 本發明係關於固定式車道（f ixed carriageway)，包括 至少-個接合支㈣以及安裝在該接合支撐層上之枕木 (sleeper)，該等枕木各具有至少一個枕木塊印打 block) ° 【先前技術】 公共建設計劃，譬如用於執道交通之車道系統 _ (C町iageway system)，經過多個時期的發展，從計劃經 過投標到執行並付諸服務。個別的計劃時期可另外被進一 步劃分。在計劃階段内’在計劃之已知如底層結構 (substrueture)和#劃之上層結構（卿⑽计耐㈣）之間 作成區別。底層結構包括地面支撐體（即卿出叩邮让 body)或土木工程結構（可能是橋或隧道）之構造，而上層結 構係關於車輪滾動可感舒狀構造。因為在建造上層结構 φ之前顯然必須先完成底層結構，因此其計劃也產生於上層 結構之计劃之丽。為了界定二個計劃階段之間的分際，若 上層結構計劃未最終完成而因此所有的細節和尺寸 (diinension)尚未得知，則通常作保守的評估。例如，對於 支撐層之厚度評估較高的值，亦即，過度計算（崎— calculate)車道面板。此經常造成全部固定式車道之高度 的過度計算。雖然此類型之固定式車道抵抗操作中產生的 任何應力（stress)，但由於過度計算的結果導致此系統經 常技術上未臻完善以及未作最佳之使用，並因此未產生最 93993 5 200815646 佳之經濟效益。 【發明内容】 本發明之目的因此為指示用於執道車輛之固定式車 ，道，該固定式車道在技術和經濟意義上為最佳。 欲達成此目的，於上述_的此_用純道車輛之 固定式車道，依照本發明係提供：至少一個支擔層之厚度 減少係考慮到在操作期間發生之負载，以便減少材料之消 耗，以及枕木塊之高度之選擇係使得固定式車道符合預定 _ 的整體高度。' 與習知的過程不同，有可能於計劃之前置階段 (ad狐ed stage)影響改變和最佳化，尤其是支撐層之厚 度能追溯地（retr〇spectively)減少，此厚度減少顯然由於 發生之齡負載而受到限制。為了能符合固定式車道之預 定的整體兩度（其為系統之重要參數）’製造和安裝枕木塊 至所需高度。200815646 IX. Description of the Invention: [Technical Field] The present invention relates to a fixed carriageway including at least one joint (four) and a sleeper mounted on the joint support layer, the sleepers Each has at least one sleeper block printed block) ° [Prior Art] Public construction plan, such as the lane system for road traffic _ (C-ship iageway system), after several periods of development, from planning to bidding to execution Put it into service. Individual planning periods can be further divided. In the planning phase, a distinction is made between the known schemes such as the substrueture and the top layer structure (Qi (10). The underlying structure includes a structure of a ground support (i.e., a mailing body) or a civil engineering structure (possibly a bridge or a tunnel), and the upper structure is a roll-like sensible structure. Since it is obvious that the underlying structure must be completed before the construction of the superstructure φ, the plan is also generated from the plan of the superstructure. In order to define the division between the two planning stages, if the upper structure plan is not finalized and all the details and dimensions (diinension) are not known, then a conservative assessment is usually made. For example, a higher value is evaluated for the thickness of the support layer, i.e., an over-calculation (satisfaction) lane panel. This often results in an over-calculation of the height of all fixed lanes. Although this type of fixed lane resists any stress generated during operation, the system is often technically unsound and not optimally used due to over-computation, and thus does not produce the most 93939 5 200815646 Economic benefits. SUMMARY OF THE INVENTION The object of the present invention is therefore to indicate a stationary vehicle lane for a road vehicle that is optimal in technical and economic terms. In order to achieve this, in the above-described fixed lane of a pure lane vehicle, according to the invention, it is provided that the thickness reduction of at least one support layer takes into account the load occurring during operation in order to reduce the consumption of materials. And the height of the sleeper block is selected such that the fixed lane meets the overall height of the predetermined _. Unlike the conventional process, it is possible to influence the change and optimization in the pre-stage (ad fox stage), especially the thickness of the support layer can be retrospectively reduced. This thickness reduction is apparently due to The age at which the load occurs is limited. In order to be able to conform to the predetermined overall two degrees of the fixed lane (which is an important parameter of the system), the sleeper block is manufactured and installed to the required height.
依照本發明之車道具有許多的優點。因為僅使用不 的枕木塊，因此材料和建造成本特職，尤其是他們相 於習知的計劃結果實質上要較低，因為f知的計劃結果 了安全的目的’經常鋪設了過厚的支撐層。進—步的優 為若在計劃過程相對較晚時間t要時，枕木塊之類型和 度能夠改變，以及若底層結構已經計劃好或已經建立的 話，此改變能夠立即產生效果。韻情況，上層結構從 術觀點能再被修改並最佳化，以及由此發生的任何高度 異係由選擇具有適合高度之枕木塊而予補償。 X 93993 6 200815646 於依照本發明之固定式車道中，枕木可且有一個、二 =或更多他木塊，該等枕木塊f知實質上是由混凝土组 可设置成依照本發明之固定式車道中之枕木塊被固定 支撐層中或零散地（loosely)s置在支撐層之表面上，可 視需要地在最上支撐層之表面上。The lane in accordance with the present invention has a number of advantages. Because only the sleepers are not used, the materials and construction costs are special, especially because they have a lower level of planning than the conventional plan, because the plan of the knowledge results in the purpose of safety 'often laid too thick support Floor. Advantages of the step-by-step If the planning process is relatively late, the type and degree of the sleeper block can be changed, and if the underlying structure has been planned or has been established, the change can have an immediate effect. In the case of rhyme, the superstructure can be modified and optimized from the point of view, and any heights that occur from this can be compensated for by selecting a sleeper block of suitable height. X 93993 6 200815646 In a stationary driveway according to the invention, the sleepers may have one, two or more other wooden blocks, which are substantially set by the concrete group to be fixed according to the invention. The sleeper block in the lane is placed in the fixed support layer or loosely on the surface of the support layer, optionally on the surface of the uppermost support layer.
於一些情況中，可想到依照本發明之固定式車道可具 有不同1¾度之枕木塊。此能夠例如發生在車道之不同段間 之轉變。因為固定式車道之整體高度於此情況為可變的， 因此能夠選擇並安裝適合特定環境的枕木塊。 於依照本發明之固定式車道中，執道底部（railf00t) 與支撐層之間的空間或間隙，尤其是混凝土車道面板，可 測量為至少100mm。 此外，本發明係關於一種製造用於執道車輛之固定式 車道之方法，該固定式車道包括至少一個接合支撐層和安 裝在該接合支撐層上之枕木，該等枕木各具有至少一個枕 ^木塊。 依照本發明之方法之特徵在於該至少一個支撐層之厚 度減少係考慮到在操作期間發生所負载，以便減少材料之 消耗，以及枕木塊之高度之選擇係使得固定式車道符合預 定的整體高度。 、 【實施方式】 第1圖中所示之固定式車道i係由防凍層（fr〇st_ protect ion layer )2、和作為底層結構之液壓接合支撐層 (hydraulically bonded support layer)3 所組成，具有 93993 7 200815646 ‘肷入之枕木5之車道面板4設置在該、 上。藉由未圖示之固定機構，軌道6連=:土揮層3 圖中所示之固定式車道的缺點為：在；^ =木5。第】 液愿接合支撲層3之底層㈣之尺^二和 *板4之上層結構之尺寸時，必須I;作包括車道 此造成㈣接合支樓層3和車道面板4右^ ’如 因此過度計算固定弋|、#彳^板4有咼的層厚度，而 口疋式車迢1之整體高度。 左和右第： = = =定式車道’其"2圖之 整趙高度h广（组合後’獲得對於車道系統之固定的 若^劃過程中對於車⑽統作了改變，或許是對 :面板9之厚度作最佳的調整，其僅藉由選擇和安裝： 改過的枕木11(鱼枯太1n 、夕 適至新的整體高度h2。不同的高度）而相當容易調 乂相似之方式，第3圖顯示用於執道車輛之固 道，該固定式車道係諸料2、瀝f(asphalt)支擇層f2 ::青；蓋層13組成。如第3圖之左和右半圖所示，原來 、正體间度h3能约以簡單的方式藉由用枕木^取代枕木 U而調適至固定式車道之新的整體高度h4,枕木14和枕 度之ιΓ有的差別為枕木15之高度被調適至固定的整 93993 8 200815646In some cases, it is contemplated that a stationary lane in accordance with the present invention may have a sleeper block of a different 13⁄4 degree. This can for example occur as a transition between different segments of the lane. Since the overall height of the fixed lane is variable in this case, it is possible to select and install a sleeper block suitable for a specific environment. In the fixed lane according to the invention, the space or gap between the rail bottom (railf00t) and the support layer, in particular the concrete lane panel, can be measured to be at least 100 mm. Furthermore, the present invention relates to a method of manufacturing a stationary lane for a road vehicle, the stationary lane comprising at least one joint support layer and a sleeper mounted on the joint support layer, each of the sleepers having at least one pillow ^ block. The method according to the invention is characterized in that the thickness reduction of the at least one support layer takes into account the load occurring during operation in order to reduce the consumption of material and the selection of the height of the sleeper block such that the fixed lane conforms to a predetermined overall height. [Embodiment] The fixed lane i shown in Fig. 1 is composed of an anti-freezing layer 2 and a hydraulically bonded support layer 3 as a bottom structure. 93993 7 200815646 'The lane panel 4 of the sleeper 5 is placed on this and above. By means of a fixing mechanism not shown, the track 6 is connected to the following: The disadvantage of the fixed lane shown in the figure is: in the case; The liquid is bound to the size of the upper layer (4) of the bottom layer (4) and the upper layer structure of the *4, and must be I; including the lane, which causes the (4) joint branch floor 3 and the lane panel 4 to be right. Calculate the thickness of the layer of the fixed 弋|, #彳^4, and the overall height of the 迢1. Left and right first: = = = fixed lane 'its " 2 map of the entire Zhao height h wide (combined after the acquisition of the lane system fixed in the process of the car (10) system changes, perhaps for: The thickness of the panel 9 is optimally adjusted, and it is quite easy to adjust the similar manner only by selecting and installing: the modified sleeper 11 (fishing too 1n, tempering to a new overall height h2. different heights), Figure 3 shows the solid road for the road vehicle. The fixed lane is composed of two materials, the asphalt layer (f2::cyan), and the cover layer 13. The left and right half of the figure are shown in Fig. 3. As shown, the original and positive inter-body degree h3 can be adapted to the new overall height h4 of the fixed lane by replacing the sleeper U with the sleeper ^ in a simple manner, and the difference between the sleeper 14 and the pillow is the sleeper 15 The height is adjusted to a fixed whole 93939 8 200815646
於第4和R FI 圖中’顯示枕木1 4和枕木1 5以供比較， 從圖中可看出古玄耸从I 0 桄木之間的差別僅在其高度。 於固定式車道之特定實施例之情況中，具有不同高度 枕木塊之枕木能使科相同段的軌勒。 【圖式簡單說明】 藉由實施例的幫助以及參考圖式，將說明本發明之進 步U及細即’該等圖式係示意表示圖，其顯示：In the 4th and R FI diagrams, the sleepers 14 and the sleepers 1 5 are shown for comparison. It can be seen from the figure that the difference between the ancient and the sacred trees is only at their height. In the case of a particular embodiment of a stationary lane, a sleeper having different heights of sleepers can enable the same section of the rail. BRIEF DESCRIPTION OF THE DRAWINGS With the aid of the embodiments and the reference drawings, a schematic diagram of the progress of the present invention and a detailed diagram of the drawings will be described, which show:
，1圖為依照先前技術之固定式車道； 第矛1 2 3圖為依照本發明之固定式車道之實施例；以 第4和5圖為第3圖之固定式車道之枕木塊。 【主要元件符號說明】 防殊層 b 枕木 6 轨道 8 液壓性接合的支撐層 10 枕木 12 瀝青支樓層 14 枕木1 is a fixed lane according to the prior art; the first spear 1 2 3 is an embodiment of a fixed lane according to the present invention; and FIGS. 4 and 5 are the fixed sleeper sleepers of FIG. [Main component symbol description] Anti-sense layer b Sleeper 6 Track 8 Hydraulically bonded support layer 10 Sleeper 12 Asphalt branch 14 Sleeper
93993 9 1 固定式車道 3 液壓性接合的支撐層 4 車道面板 7 固定式車道 9 車道面板 2 11 枕木 13 瀝青覆蓋層 3 15 枕木 hi、h2、h3、h4整體高度93993 9 1 Fixed driveway 3 Hydraulically supported support layer 4 Lane panel 7 Fixed driveway 9 Lane panel 2 11 Sleeper 13 Asphalt cover 3 15 Sleeper hi, h2, h3, h4 overall height