200912096 九、發明說明： 【發明所屬之技術領域】 本發明係有關一種固定行驶執道之單件式預力混凝土 執，’尤其是承載至少兩個執條扣件’其包括一鋼筋，該 鋼筋具垂直於單件式預力混凝土軌枕縱軸且露出於單 件式預力混凝土執枕底部或底面下方的部分以及縱向與 橫向鋼筋條。 ' 【先前技術】 ^ A-100 〇4 346提出一種單件式預力混凝土軌枕，其 鋼筋^在縱向上彼此有一距離之U形部，其位在混凝土執 枕底部下方的末端為鉤形，以承載縱向及橫向鋼筋條。200912096 IX. Description of the Invention: [Technical Field] The present invention relates to a one-piece pre-stressed concrete support for a fixed driving lane, 'especially carrying at least two bar fasteners' which comprises a reinforcing bar, the reinforcing bar A portion perpendicular to the longitudinal axis of the one-piece prestressed concrete sleeper and exposed below the bottom or bottom of the one-piece pre-stressed concrete pillow and the longitudinal and transverse reinforcing bars. [Prior Art] ^ A-100 〇4 346 proposes a one-piece pre-stressed concrete sleeper with a U-shaped portion of the steel bars that are at a distance from each other in the longitudinal direction, and a hook shape at the end below the bottom of the concrete pillow. To carry longitudinal and transverse reinforcing bars.
Ej 197 41 059亦提出一種單件式預力混凝土執枕， 其鋼筋具在縱向上彼此有—距離之箍筋，其形狀為一開放 ^。^形之連續部位在混凝土執枕下方。為使混凝土執 汾知確定位而使其被支撐腳支撐，胃支撐_寬度略小於鋼 肋位在混凝土執枕下方的部分。該露出部分的侧邊可與延 伸於凝土軌枕縱向上的錨鐵連接。 DE-H99 63 664提出一種雙件式混凝土執枕，其混凝 土 栅*彼此連接，可將延伸於軌條縱向上的縱支架置 DE U 200 1 1 481提出具兩個混凝土塊的固定行駛執 ί封==塊各設有一軌條扣件。各混凝土塊的鋼筋 ，、，肋圈，其部分位在混凝土塊下方。縱向或橫向 拖入这鋼肋圈中，母-混凝土塊中的鋼筋圈皆與 97119657 200912096 鋼筋條烊接在一起。 时冬198 16術提出一種雙件式混凝土轨枕， =所謂的栅架構成。該栅架包括三根構成三角金料三： =向鋼筋條及兩根連接該縱向鋼筋條的曲折 ::::需要的阻力矩而選擇不同的拇架’故必須備有: j 0 905 319提出-種固定行駛軌道之執枕，其底 Γ執道之及錯鐵，以將混凝土軌枕灌注到固定行駛 二伸出混凝土執枕底部，其與-仃駛軌道之載板伸出的箍筋連接。 鋼笏：、車1Γ059中彼此有一距離之箍筋或錨鐵與縱向 7肋條連接，其被較在固定行駛執道承制上的混凝土 枕DE=m 3〇741 S出一種雙或單件式預力混凝土軌 U W㈣構成’其部分位在混凝土底部下 凝土軌抽，並/楚一出一種以旋轉模製成的道渣執床混 、、θ凝土—貫施例中具—鋼筋，該鋼筋由完全在 部的動態鋼筋網構成，編織鋼筋網之綁線不 在鋼助網每-交點而只在邊緣部分彼此焊接。緣不 DE-A-37 28 304 接 ψ — # 導電或電絕緣。丨―種具鋼筋之鐵執執枕，其為不 依據德國鐵路公司之要求，㈣行駛執道之設計需使固 97119657 200912096 定於執條或執枕的信號儀器使用無阻。使用音頻軌道電路 時，固定行駛軌道之鋼筋需設有電絕 為測試執道上是否有車輛而使用二，其被輸入一 音頻信號，軌條被作為導體。車輛發出信號，該信號被接 收而進行評估。 【發明内容】 =明之目的在於進-步改良上述之單件式預力混凝 f 土執:尤，使得不僅可確保製造地與使用地之間的操作可 二SI確：使用於固定行驶軌道時電路系統可達到足夠 進二:=用執道㈣傳輸進行需要的檢測。尤其 特性二二Ϊ預力混凝土軌枕’使其除了需要的承载 哥外尚了滿足信號技術要求。 為達本目的，本發明使鋼筋 的Ν邊形柱體構成，其中鋼:3 =:-或多部靖^ 網橫向鋼筋條的連續部=致之露出部分由鋼筋 包括兩根與1焊接I 2致連續之部分構成，其至少 肋網縱向及橫向鋼筋條綱肋條且鋼 尤馮電絕緣或具電絕緣材料。 八疋使鋼助由鋼筋網一或 形柱體構成，該鋼筋之露出部分為成的梯形四邊 橫向鋼筋條的連續Λ ，’、、 ^長邊，由鋼筋網 逆、戈σ卩分或大致連 括兩根與其烊接在—起屬於鋼筋；構成:其至少包 插入或吊掛在横向鋼筋條與混二 筋條並構成 縱向鋼筋條的承载部，位在枕底π之間的其他 不連續，且至少鋼筋 了 #枕内部之梯形短邊為 97119657 肋路㈣分之縱向及橫向域條外側為 200912096 電絕緣或具電絕緣材料。 本發明使預力混凝土軌枕鋼筋之縱向及橫向鋼筋條，亦 ‘即鋼筋網之鋼筋條為電絕緣，而簡單地使預力混凝土執枕 •=鋼肋對固定打駛執道之鋼筋電絕緣。鋼筋網，亦稱鋼筋 架’可以喷塗、浸潰或渦流燒結法被覆需要的電絕緣材 料。該電絕緣層厚度較佳為5_至ΙΟΟμιη，尤其是5⑽至 50⑽。電絕緣材料之比電阻^ 5_—至15_^。 (、=電絕緣材料較佳以環氧樹脂為基礎，但亦可使用其他 、田材料故鋼筋網或其縱向與橫向鋼筋條可被覆塑膠， 例如聚亞胺、聚乙稀、聚碳酸、聚苯乙稀或pvc。亦可使 用塗漆法’例如塗佈聚酿漆或聚醋亞胺漆。其他例如 ;谷劑改良之不飽和聚酯樹脂。 '、 故可不改變本發明所使用構成鋼筋之鋼筋 達到需要的電絕緣。 征叩 =明鋼筋由一個鋼筋網的一或數個彎折 ϋ:助網又稱作鋼筋架。鋼筋網或鋼筋架由數根交又 ‘組成，其通常被焊接在一起。鋼筋至少 " 向鋼筋條位在軌枕底部下方的部分焊接在一起 亦即不中斷。但該部分亦可為不連續。 域枕内部較佳設有至少兩根縱向鋼筋條。、 秘向鋼肋條較佳彎曲成梯形，其短 土軌枕之内且彼此有一距離。故可簡單地=在混凝 筋籠，因預力線可由短邊之縫隙穿入。 =肋=或鋼 長邊構成其他插入或吊掛之縱向鋼筋條的承載部鋼::二 97119657 200912096 製造具相同鋼筋之桿準οθ 縱向鋼筋條改變固’而可藉插入或吊掛之 分平行或大^ 道之執㈣定性。鋼筋露出部 -間距之縱向鋼筋條。 邊了視’要而設彼此有 由二以鋼筋網一或數個部分彎折成鋼筋 低。連接橫向細夂μ 又衣造成本 轨枕灌注 分出現不容許處理’而不會有鋼筋露出部 八險衣造成本不會因絕緣古 夕，因使鋼筋網或其縱向及橫向鋼筋條被覆M n 的浸潰技術或渦錢結法成本=錯層電絕緣層 緣電單可:Γ凝土執枕對固定行駛執道的鋼筋絕 傳“ 设在本發明混凝土執枕上的軌條可 傳信號不被鋼筋減弱’而導致錯誤評估。 、本杳明特別適用於長度至少為170cm，尤其是22 以上之長執枕，其上方設有兩個執條扣件。但本發明： 應用於較短的單件式預力混凝土執枕，其只承[個軌條 與長軌枕連接。設有—個軌條扣件的短轨 枕長度通㊉為80cm至140cm。 形柱體尤其為u形’其具向下彎折之縱側邊，橫邊 較佳，、位在混凝土底面或底部下方的部分。 此外側邊亦可具向内彎，折而在混凝土底面 的邊緣’其以-或多個箍筋或綁線連接。如此可避免灌、主 枕時侧邊不受控彎曲。連接邊的箍筋或綁線於是 構成其他縱向鋼筋條之承載部。 97119657 9 200912096 構成鋼筋之N邊形柱體尤其是梯形，㈣是截面為等邊 梯形N邊形柱體的短邊可被部分移除，並設在混 邊執枕内部。如此可產生一縫隙’以將預力線穿入。長 遣則位在混凝土執枕底部下方。 ，本發明另-實施例中，鋼筋由兩個彼此平行的梯形體 :’其各為：N邊形柱體。各長邊皆在混凝土執枕底部 。彼此平行的N邊形柱體截面皆為等邊梯形。Ej 197 41 059 also proposes a one-piece pre-stressed concrete pillow in which the steel bars have a distance-distance stirrup in the longitudinal direction, the shape of which is an open ^. The continuous part of the shape is below the concrete pillow. In order for the concrete to be fixed and supported by the support feet, the stomach support _ width is slightly smaller than the portion of the steel rib below the concrete pillow. The sides of the exposed portion may be coupled to anchor iron extending in the longitudinal direction of the earthen sleeper. DE-H99 63 664 proposes a two-piece concrete bolster with concrete slabs* connected to each other to provide a longitudinal support for the longitudinal direction of the rail. DE U 200 1 1 481 proposes a fixed travel with two concrete blocks. The seal == block is provided with a rail fastener. The reinforcing bars, and rib rings of each concrete block are partially below the concrete block. Longitudinally or laterally dragged into the steel rib ring, the steel bars in the mother-concrete block are spliced together with the 97119657 200912096 steel bar.冬冬198 16 proposed a two-piece concrete sleeper, = the so-called grid frame. The grid comprises three triangular gold materials: = = steel bars and two twists connecting the longitudinal steel bars:::: the required resistance torque and the choice of different thumb frames, so it must be provided: j 0 905 319 - a fixed travel track pillow, the bottom of which is erroneous and wrong iron, to inject the concrete sleeper to the bottom of the fixed travel two protruding concrete brace, which is connected with the hoop of the carrier plate of the - drive track . Steel shovel: In the car 1Γ059, there is a distance between the stirrups or the anchor iron and the longitudinal 7 ribs, which is a double or single piece than the concrete pillow DE=m 3〇741 S on the fixed driving lane. The pre-stressed concrete rail U W (4) constitutes 'partially located under the concrete bottom and the concrete rail is pumped, and /Chu is a kind of rotary slag made by the rotary slag, and the θ concrete - the concrete slab The reinforcing bar is composed of a dynamic reinforcing mesh which is completely in the part, and the binding wire of the woven reinforcing mesh is not welded to each other at the intersection of the steel mesh and only at the edge portion. The edge is not DE-A-37 28 304 ψ — # Conductive or electrical insulation.丨 ― 钢筋 种 种 种 种 种 种 种 种 种 种 种 种 种 种 种 种 种 种 种 种 种 种 种 种 种 种 种 种 种 种 种 种 种 种 种 种 种 种 种 种 种 钢筋 钢筋 钢筋 钢筋 钢筋 钢筋 钢筋 钢筋 钢筋When using the audio track circuit, the reinforcing bar of the fixed traveling track needs to be provided with electricity. It is used to test whether there is a vehicle on the road. It is input with an audio signal, and the rail is used as a conductor. The vehicle signals that the signal is received for evaluation. SUMMARY OF THE INVENTION The purpose of the invention is to further improve the above-mentioned one-piece pre-coagulation, in particular, so as to ensure that not only the operation between the manufacturing site and the place of use can be ensured: it is used for a fixed traveling track. When the circuit system can reach enough 2: = use the obligatory (four) transmission to carry out the required detection. In particular, the characteristics of the second-twist pre-stressed concrete sleepers make it meet the signal technology requirements in addition to the required load. For the purpose of the present invention, the present invention comprises a bead-shaped cylinder of steel bars, wherein the steel: 3 =: - or a plurality of continuous sections of the transverse reinforcing bars of the mesh = the exposed portion consists of two bars and one weld I 2 continuous part of the composition, at least the rib network longitudinal and transverse steel bar ribs and steel Yu Feng electrical insulation or with electrical insulation material. The gossip makes the steel help consist of a steel mesh or a cylindrical body. The exposed part of the steel bar is a continuous Λ of the trapezoidal four-sided transverse steel bar, the long side of the ', , ^, by the steel mesh inverse, the ge 卩 或 or roughly The two joints are connected to each other and belong to the steel bar; the composition: at least the load-bearing portion of the transverse reinforcing bar and the mixed second reinforcing bar and forming the longitudinal reinforcing bar, and the other between the pillow bottom π Continuous, and at least rebared # trapezoidal inside the trapezoidal short side is 97,191,657 ribs (four) points of the longitudinal and lateral domain strip outside the 200912096 electrical insulation or with electrical insulation. The invention makes the longitudinal and transverse reinforcing bars of the pre-stressed concrete sleeper bar steel, that is, the steel bar of the steel mesh is electrically insulated, and simply makes the pre-stress concrete pillow•= steel ribs to electrically seal the steel bars of the fixed driving road. . The steel mesh, also known as the steel frame, can be coated with electrical insulation materials that can be applied by spraying, dipping or eddy current sintering. The thickness of the electrically insulating layer is preferably from 5 to ΙΟΟμηη, especially from 5 (10) to 50 (10). The specific resistance of the electrical insulating material ^ 5_ - to 15_^. (, = electrical insulation material is preferably based on epoxy resin, but other materials can be used, so the steel mesh or its longitudinal and transverse steel bars can be coated with plastic, such as polyimine, polyethylene, polycarbonate, poly Phenylethylene or pvc. Painting method can also be used, for example, coating of polylacquer or polyester lacquer. Others such as gluten-modified unsaturated polyester resin can't change the reinforcing steel used in the present invention. The steel bars reach the required electrical insulation. 叩 叩 = Ming steel bars are bent by one or several meshes of a steel mesh: the mesh is also called a steel frame. The steel mesh or steel frame is composed of several crosses, which are usually Solder together. Rebar at least " The portion of the reinforcing bar below the bottom of the sleeper is welded together without interruption, but the portion may also be discontinuous. The interior of the pillow is preferably provided with at least two longitudinal reinforcing bars. The secret steel ribs are preferably curved into a trapezoidal shape, and the short soil sleepers are within a distance of each other. Therefore, it is simple to = in the coagulation cage, because the pre-stress line can be penetrated by the short side gap. = rib = or steel length Side constitutes other longitudinal reinforcements that are inserted or suspended The load-bearing part of the strip:: 2, 1971, 1965, 2009, 12, 096. Manufacture of the same steel bar ο θ longitudinal steel bar changes solid 'can be inserted or hanged by the parallel or large ^ dao (4) qualitative. Rebar exposed part - the longitudinal direction of the spacing Reinforcement strips. Depending on whether you want to set each other, there are two or one part of the steel mesh bent into a low steel bar. The connection between the horizontal fine 夂μ and the clothes causes the filling of the sleeper to be unacceptable. The exposed eight-story clothing will not be insulated due to the insulation, because the steel mesh or its longitudinal and transverse steel bars are covered with M n or the eddy money method cost = staggered electrical insulation layer edge electricity: Γ Condensed soil pillows for the fixed travel of the steel bars "the rails on the concrete pillows of the present invention can transmit signals without being weakened by the steel bars" and lead to mis-evaluation. This is especially suitable for lengths of at least 170cm, especially It is a long-standing pillow of 22 or more, and there are two fasteners on the top. However, the present invention is applied to a short one-piece pre-stressed concrete pillow, which only supports [a rail and a long sleeper. Short sleeper with a rail fastener The degree of the passage is 80cm to 140cm. The shape of the cylinder is especially u-shaped, which has a longitudinal side which is bent downward, a transverse side is preferred, and is located at the bottom of the concrete or below the bottom. The inner bend, folded at the edge of the concrete bottom surface, is connected by - or a plurality of stirrups or tie lines. This avoids uncontrolled bending of the side edges of the irrigation and main pillows. The stirrups or tie wires of the joint sides then constitute the other The load-bearing part of the longitudinal steel bar. 97119657 9 200912096 The N-shaped column forming the steel bar is especially trapezoidal, and (4) the short side of the column with the equilateral trapezoidal N-sided column can be partially removed and set on the mixed edge pillow. Internal. This can create a gap 'to penetrate the pre-stress line. The long position is below the bottom of the concrete pillow. In another embodiment of the invention, the steel bar consists of two trapezoids parallel to each other: 'each of them : N-sided cylinder. Each long side is at the bottom of the concrete pillow. The N-shaped cylinders parallel to each other are all equilateral trapezoidal.
構成N邊形柱體的梯形體可在混凝土軌枕之外以—個 =多個箍筋或綁線彼此連接，以確保灌注混凝土軌枕時立 歲何形狀不會被改變。 八 彎一實施例中’連接N邊形柱體側邊的摇筋具 斤之邊緣，以承載其他縱向鋼筋條，而 鋼筋度。在該實施例中，位在混凝二 丑邊較佺為不連續，以使預力線可簡單地穿入。 ^發明鋼筋亦可由曲折形的柵體構成，其具在混凝土 部彎折之U形部，其垂直於混凝土執枕縱軸。 尤其可使鋼筋由兩個延伸於混 成’其具在混凝土内部之u形部， 縱轴之C形捕筋彼此連接，其位在 構成其他縱向鋼筋條之承載部。 凝土侧邊的V形柵構 且栅體以垂直於混凝土 混凝土執枕下方的橫邊 N邊形柱體較佳為四邊，其截面為矩形或梯形，鋼筋 可構成一中空圓柱體，故位在混凝土轨枕底部下方的=二 不平行於混凝土執枕底部而為凹形。 ' 刀 本發明尚有關一種固定行駛執道，其包括一承載層上 97119657 10 200912096 ，位在承載層上高度及位置精確的轨條與單件 嘁土轨枕以及由纟載層至混凝土軌枕底部 一—: 的混凝土。 々疋兩度 4!::件式預力混凝土執枕本身之高度較佳為-般 混凝土執枕的一半。 々奴 本發明之上述目的及其結構與功能上的特性，將 附圖式及較佳實施例予以說明。 f 【實施方式】 ==15及19顯*岐行駛軌道之單件式預力 ==其尤其是鋪設在咖處。該混凝土轨枕尤 二用於轉轍$處之長軌枕。混凝土執枕被灌注到現場的 :减土中’其被鋪設在一特別的液壓承載層上。首將 軌枕與以在其上之未示出軌條以精確之位置 :又疋位在構成組裝承載層之液壓承載層上。除了混凝 斤執枕之鋼料，固定行駛執道中尚有其他縱向及橫 筋條或鐵條，j：構成固宗杆酤觔，# ，、構成固疋仃駛執道之鋼筋。本發明中該鋼 肋。、或鐵條與預力混凝土軌枕之鋼筋接觸，而不會產生— =接，因預力混凝土執枕之鋼筋對固定行駛二道的縱 向及k向鋼筋條或鐵條電絕緣。 二式預力混凝土軌枕尤其是最小長度為1?〇cm，特別 :Cm或以上的長執枕，其上方至少設兩執條扣件。但 、曰發明亦適用&度較短而只設一軌條扣件之單件式預力 ，凝土執枕。該較短執枕的長度通f為8Qem i H， 其在執道上與一長執枕連接。 97119657 200912096 為降低早件式預力混凝土執枕之製造成本，可將—鋼筋 鋼筋架的一部分’必要時可為多部分，彎折成具需要 歲何形狀的鋼筋柱或鋼筋籠。鋼筋之一部分位在預力、、θ 執枕底部下方’該露出部分構成其他縱向鋼筋條之； 亦二==響=對固定行駛_ 簡化灌注二;:=:=可具影響阻力矩之優點，而 霡屮你、、" 層月，』的處理，使得混凝土受損及鋼筋 减土執枕以外部分之f曲風險降到最低。 圖17顯示一鋼筋網15。之未彎曲狀The trapezoidal body constituting the N-sided cylinder can be connected to each other outside the concrete sleeper by a plurality of stirrups or tie wires to ensure that the shape of the concrete sleeper is not changed when the concrete sleeper is poured. In the eight-bend embodiment, the ribs of the sides of the N-sided cylinder are attached to the edges of the ribs to carry other longitudinal reinforcing bars, and the degree of reinforcement. In this embodiment, the position is more discontinuous in the ugly side of the coagulation so that the pre-force line can be easily penetrated. The invention of the steel bar may also consist of a meandering grid having a U-shaped portion bent in the concrete portion perpendicular to the longitudinal axis of the concrete pillow. In particular, the reinforcing bars can be joined to each other by two U-shaped portions which are embedded in the interior of the concrete, and the C-shaped ribs of the longitudinal axis are connected to each other, which are located at the bearing portions of the other longitudinal reinforcing bars. The V-shaped grid on the side of the concrete and the grid is perpendicular to the transverse side of the concrete concrete. The N-shaped cylinder is preferably four sides, and the cross section is rectangular or trapezoidal. The steel bar can form a hollow cylinder. The =2 below the bottom of the concrete sleeper is not parallel to the bottom of the concrete pillow and is concave. The present invention relates to a fixed driving lane comprising a bearing layer 97119657 10 200912096, a rail and a single piece of earthy sleeper positioned on the carrying layer in height and position, and a bottom layer from the concrete layer to the bottom of the concrete sleeper. —: Concrete. 々疋 2 degrees 4!:: The height of the pre-stressed concrete pillow itself is preferably half of the concrete-like pillow. The above objects and structural and functional characteristics of the present invention will be described with reference to the drawings and preferred embodiments. f [Embodiment] ==15 and 19 display *岐 One-piece pre-force of the track == It is especially laid in the coffee shop. The concrete sleeper is especially used for converting long sleepers at $. The concrete pillow is poured into the site: in the soil reduction, it is laid on a special hydraulic bearing layer. The first sleeper is placed in a precise position with the unillustrated rails thereon: it is placed on the hydraulic bearing layer that constitutes the assembled load bearing layer. In addition to the steel material of the coagulation pillow, there are other longitudinal and horizontal ribs or iron bars in the fixed driving lane, j: constitutes the solid slab rib, #, and constitutes the steel bar of the solid road. The steel rib in the present invention. Or the iron bars are in contact with the steel bars of the pre-stressed concrete sleepers, and will not produce - = joints, because the reinforcing bars of the pre-stress concrete pillows are electrically insulated from the longitudinal direction of the fixed two-way and the k-direction steel bars or iron bars. The two-type pre-stressed concrete sleeper is especially a long-length pillow with a minimum length of 1?〇cm, in particular: Cm or more, and at least two fasteners are arranged above the strip. However, the invention also applies to the single-piece pre-force with a short degree and only one rail fastener. The length of the shorter pillow is 8Qem i H, which is connected to a long pillow on the road. 97119657 200912096 In order to reduce the manufacturing cost of the early-preform pre-stressed concrete pillow, a part of the steel reinforcement frame can be multi-part if necessary, and bent into a steel column or a steel cage having a shape of a desired age. One part of the steel bar is located at the bottom of the pre-force, and θ is under the bottom of the pillow. The exposed part constitutes other longitudinal steel bars; also === ring=for fixed driving_simplified perfusion two;:=:= can affect the resistance torque And the treatment of you, , " layer month,", so that the risk of concrete damage and the part of the steel bar outside the bar is reduced to a minimum. Figure 17 shows a reinforcing mesh 15. Uncurved
=::向：筋條152、154，，及與該縱向鋼： 標干的橫向鋼筋條構成’其中兩條橫向鋼筋條被 mU 2。本實施例中縱向及橫向鋼筋條H 他角产二51、160、162彼此構成一直角，但亦可為其 考習知之鋼筋網及其幾何形狀。 K工亦疋如此。接菩 1 丁、 筋網150，而m 66、168、170彎折鋼 號Π2所標示之鋼筋為:角::18截面圖所示。元件符 -梯形之鋼筋172詈入後以習知方法將構成 混凝土軌：二:模板中而灌注成-單件式預力 此有-=之=的是，混凝土軌枕内的邊⑻由彼 力線可穿人，而進1_63、165構成，該縫隙167使得預 圖19:亍單 =筋籠或梯形鋼筋172的内部。 筋之截面^執枕174與圖18所示鋼 蘢或梯形鋼筋172的内1?1看其位在圖19鋼筋 由圖中可看出，鋼筋172包含 97119657 12 200912096 梯形長邊Π6之部分m位在混凝土餘174纟部下方， :::其他縱向鋼筋條182、184之承載部。目中 條縱向鋼筋條’但本發明不受其所限。當然亦可不設任何 其他鋼筋條。縱向鋼筋條182、184可被插 圖18所示。 人〒往r如 藉所選擇之鋼肋172形狀，例如梯形，可簡單地設定執 枕174對固定行駛軌道，尤其是所使用混凝土的錫定性。 縱向鋼筋條182、184亦可提高執枕176之阻力矩，故可 避免鋼⑽172路出部分178在運輪時被損壞或彎曲之風 圖20顯示鋼筋網15〇之部分圖，其縱向及橫向鋼筋條 包覆一層電絕緣材料製成的電絕緣層186，以使單件式預 力混凝土軌枕174之鋼筋172與固定行駛軌道之鋼筋電絕 緣。該電絕緣層可以是__漆層、_塑膠層或其他適當電絕 緣層使知鋼肋172之縱向及橫向鋼筋條整個被電絕緣層 186包覆。該電絕緣材料尤其是以環氧樹脂為基礎，但不 限於此。 使鋼筋網150被電絕緣材料，例如環氧樹脂層，包覆之 較佳方法為渦流燒結法或浸漆法。亦可塗佈聚輯或聚醋 亞胺漆或包覆聚亞胺、聚乙烯、聚碳酸、聚苯乙烯或阳。 電絕緣層的厚度應在5_幻〇〇_之間，尤其是一至 5〇_之間。電絕緣層之比電阻R應為 500μΩπκΐ^1500μΩιη。 以下將说明單件式預力混凝土執枕鋼筋之實施例。如上 97119657 13 200912096 所述’各鋼筋皆為鋼筋4 網彼此連接之數個部分。當然其亦可由鋼筋 鋼筋皆如上所述被此處尤其使用鄉線。各 圖1至？觀-目包覆’即使未被提及。 ®至2‘4不具兩個執條扣件丨卜η 凝土執枕10之示意圖。預力混凝土軌枕ι〇 =- 成開放矩形的鋼筋網構成，包括彎折向内的邊 鋼筋12由位在混凝土軌奸1 η & λλ Γ及連接該鋼筋侔之〜 内的縱向鋼筋條18、2〇 18、2〇 鋼筋條22、24構成。縱向鋼筋停 二==條22、24尺寸不同。延伸於混凝土 二疑：r 條18、20直徑例如為―，垂直 於4 土軌枕10縱軸之橫向鋼筋條 但橫向鋼筋條22、24 士 為職。 軸之平而叮t 疋要在垂直於混凝土軌枕10縱 至15所示。、、其構成例如45。至<9〇。之角，如圖13 1 構成鋼筋12之鋼筋網或㈣架在 開放，而構成一不封閉之矩形。即：:,：2 26、28被向内彎拼r、“ " 為U开广其中邊 邊26、28構成Μ二广邊緣“I於是與 -右…1 於開放而可輕易置入- η又有預力線的模板中，以灌注混凝土執枕。 側邊22、24與鋼筋網構成之箱筋3〇連接， 包括至少兩條與橫向鋼筋 ^肋30 33,其屬鋼筋網部分。；向鋼筋條32' 箍筋3。亦屬鋼筋之一::插入其他縱向鋼筋條34，。 97119657 200912096 -灌;=域枕時’箱筋3°可使鋼…侧邊 插入或吊掛其他縱向鋼筋條34、35之 需要改變執枕之錯定性。同時亦可改變土轨枕可酉己合 阻力矩。 殳/tCl/破土執枕10之 縱向鋼筋條34、35之尺寸可盥跟护A_ _ ^ ^ ^ 共跟杈向鋼筋條37焊接在 鋼筋條32、33—致，但本發明不限於此 Γ ^實知财位在執枕底部下方構成承載部之部 向鋼筋條34、35’但該鋼筋條亦可為不同之數目。 由於具彎折邊緣36、38，故 以之該u形部分，並固定於;:肋=置入屬鋼筋 緣138對鋼筋網位在邊緣U、16H所;-彎折邊 的縱向鋼筋條4〇'42f折。6與側邊26、28之間 圖4至6實施例不同於圖1 :土執枕44具柱形或部分籠形之鋼筋二之::::二 =二==:48、5°，但_折邊緣 承::Γ邊： 成插入之縱向鋼筋條“、56之 57邊52上另有與其桿接在-起的縱向鋼筋條55、 如圖2及5之截面圖所示，鋼筋1 土軌枕1〇、44之預力線53、二= 邊而可被簡單定位。 ，、由於不设杈 鋼筋不穿透圖式所示實施例中以縱向顯示之混凝土執 97119657 15 200912096 枕的頂面。复頂而7 < 之裂縫生成又—柵體，以避免或減少混凝土執枕 鋼筋12、46可i 马一封閉或開放矩形，未封閉侧位在混 可1Q下方’亦即在其底部64之下時，該未封閉側 姬肋30或其他連接件封閉。圖7至9中混凝土執枕 66具一鋼筋68，J:為一鬥也/ /、為開放梯形。鋼筋68同樣由一鋼筋 條74 7fT二、縱向鋼肋條7〇、72及與其垂直之橫向鋼筋 =太76。㈣截面為梯形’其長邊78位在混凝土執枕 内呷，ά圓亦：其底部8〇之下。短邊82位在混凝土軌枕 内口 Ρ，如圖9所示。長邊π播士 條84、86承載部，利用U本發明之其他縱向鋼筋 ,,,,RR μ /、他縱向鋼筋條可調整混凝土 二::，及阻力矩。除此之外，横向鋼筋條74、 梯开^的、=?讀85、87焊接在—起，其位在圖9所示 角』上。縱向鋼筋條85、87屬於鋼筋網。 混凝土執枕10、44、66在其縱向上各且 f 為矩形或梯形。在圖1〇至12之實施 ^ t八可 88具兩個彼此平行的鋼筋90、μ，、截2凝土軌枕 邊94、96皆位在混凝土執枕㈣下方、面白為梯形。長 下。該長邊94、96較佳為不連續 不？、底部99之=:: To: ribs 152, 154, and with the longitudinal steel: the transverse reinforcing bars of the standard dryness constitute 'the two transverse reinforcing bars are mU 2 . In the present embodiment, the longitudinal and transverse reinforcing bars H and the second corners 51, 160, and 162 form a right angle with each other, but they can also be used for the steel mesh and its geometric shape. K workers are also like this. Connected to Bodhisattva 1 Ding, Reinforced Net 150, and m 66, 168, 170 bent steel No. 2 marked with the steel bar: angle:: 18 sectional view. The component symbol-trapezoidal steel bar 172 is broken into and formed into a concrete rail by a conventional method: two: the template is poured into a one-piece pre-stress. The one with the == is that the inner side of the concrete sleeper (8) is made by the force The line can be worn by a person, and is formed by 1_63, 165, which makes the pre-figure 19: 亍 single = the inside of the rib cage or the trapezoidal steel 172. The cross section of the ribs ^ 178 and the inside of the steel 茏 or trapezoidal steel 172 shown in Figure 18 are seen in the position of the steel bars in Figure 19. As can be seen from the figure, the steel bars 172 contain 97119657 12 200912096 part of the trapezoidal long edge Π6 Located below the concrete 174 ,, ::: other longitudinal steel bars 182, 184 bearing. The longitudinal reinforcing bars are shown in the drawings, but the invention is not limited thereto. Of course, there can be no other reinforcing bars. The longitudinal reinforcing bars 182, 184 can be inserted as shown in FIG. The shape of the steel rib 172, such as a trapezoid, can be simply set by the person to the fixed travel track, especially the concrete used. The longitudinal reinforcing bars 182, 184 can also increase the resistance torque of the supporting pillow 176, so that the steel (10) 172 outgoing portion 178 can be prevented from being damaged or bent during the transporting wheel. Figure 20 shows a partial view of the reinforcing mesh 15, its longitudinal and lateral directions. The reinforcing bars are coated with an electrically insulating layer 186 of electrically insulating material to electrically insulate the reinforcing bars 172 of the one-piece pre-stressed concrete sleepers 174 from the reinforcing bars of the fixed traveling track. The electrically insulating layer may be a lacquer layer, a plastic layer or other suitable electrically insulating layer such that the longitudinal and transverse reinforcing bars of the steel rib 172 are entirely covered by the electrically insulating layer 186. The electrically insulating material is based in particular on epoxy resin, but is not limited thereto. A preferred method of coating the reinforcing mesh 150 with an electrically insulating material such as an epoxy layer is eddy current sintering or dip coating. It can also be coated with polyacrylic acid lacquer or coated with polyimide, polyethylene, polycarbonate, polystyrene or cation. The thickness of the electrically insulating layer should be between 5 〇〇 〇〇 ,, especially between 1 and 5 〇 _. The specific resistance R of the electrically insulating layer should be 500 μΩπκΐ^1500 μΩιη. An embodiment of a one-piece pre-stressed concrete pillow reinforcement will be described below. As described above, 97119657 13 200912096, each of the steel bars is a plurality of portions in which the steel bars 4 are connected to each other. Of course, it can also be used by the reinforcing bars as described above, especially in the town line. Figure 1 to? View-mesh coating' is not mentioned. ® to 2'4 does not have two handles and fasteners. The pre-stressed concrete sleeper ι〇=- is composed of an open rectangular steel mesh, including the bent inward side reinforcing bar 12, which is located in the concrete track 1 η & λλ Γ and the longitudinal reinforcing bar 18 connected to the reinforced concrete 〜 2, 18, 2 〇 steel bars 22, 24. Longitudinal steel bars are stopped. Two == strips 22 and 24 are different in size. Extending to concrete. Two doubts: r strips 18 and 20 are, for example, ―, transverse to the transverse steel bars of the vertical axis of the 4 earth sleepers, but the transverse steel bars 22, 24 are employed. The shaft is flat and 叮t is shown perpendicular to the concrete sleeper 10 to 15 . And its constitution is, for example, 45. To <9〇. The corner, as shown in Fig. 13 1 , constitutes a reinforcing mesh or a (four) frame of the reinforcing bar 12, and forms an unclosed rectangle. That is: :,: 2 26, 28 is bent inward r, " " For U Kaiguang, the edges 26, 28 constitute the edge of the second wide "I then and - right ... 1 open and easy to put in - η has a prestressed line in the template to pour concrete into the pillow. The side edges 22, 24 are connected to the box ribs 3B formed by the reinforcing mesh, and comprise at least two transverse reinforcing bars ribs 33, which are part of the reinforcing mesh portion. ; to the reinforcing bar 32' stirrups 3. Also one of the steel bars:: Insert other longitudinal steel bars 34. 97119657 200912096 - Irrigation; = when the domain pillows 'box ribs 3 ° can make the steel ... side insert or hang other longitudinal steel bars 34, 35 need to change the fault of the pillow. At the same time, it can also change the resistance of the earth sleeper. The size of the longitudinal steel bars 34, 35 of the 殳/tCl/breaking pillow 10 can be 盥A A _ ^ ^ ^ ^ The reinforced steel bar 37 is welded to the steel bars 32, 33, but the invention is not limited thereto. ^ The actual financial position constitutes the portion of the load-bearing portion to the reinforcing bars 34, 35' below the bottom of the pillow, but the reinforcing bars can also be of different numbers. Because of the bent edges 36, 38, the u-shaped portion is fixed to;; rib = placed into the reinforcing steel edge 138 for the reinforcing mesh position at the edges U, 16H; - the longitudinal reinforcing bar 4 of the bent side 〇 '42f fold. Between 6 and the sides 26, 28, the embodiment of Figures 4 to 6 differs from that of Figure 1: the earthen bolster 44 has a cylindrical or partially caged steel bar:::: two = two ==: 48, 5°, However, the _ folding edge bearing:: Γ edge: into the inserted longitudinal steel bar ", 56 of the 57 side 52 on the other side of the vertical steel bar 55, as shown in the cross-sectional view of Figures 2 and 5, steel 1 The earth bolster 1 〇, 44 pre-force line 53, two = side can be simply positioned. , Because there is no reinforced steel bar does not penetrate the concrete in the longitudinal direction of the embodiment shown in the figure, 97119657 15 200912096 pillow The top surface. The top and 7's cracks generate a grid to avoid or reduce the concrete pillows 12, 46 can be closed or open rectangular, the unclosed side is below the mix 1Q' When the bottom portion 64 is below, the unsealed side jib rib 30 or other connecting member is closed. The concrete bolster 66 of Figures 7 to 9 has a reinforcing bar 68, J: a bucket is also / /, is an open trapezoid. It consists of a steel bar 74 7fT 2, a longitudinal steel rib 7〇, 72 and a transverse steel bar perpendicular to it = too 76. (4) The section is trapezoidal 'the long side 78 is in the concrete pillow, round Also: under the bottom of 8 。. The short side 82 is inside the concrete sleeper, as shown in Figure 9. The long side π broadcaster 84, 86 bearing part, using U other longitudinal reinforcement of the invention,,,, RR μ /, his longitudinal steel bar can adjust the concrete two::, and the resistance torque. In addition, the transverse steel bar 74, the ladder open ^, =? read 85, 87 welded in, starting at Figure 9 The longitudinal steel bars 85, 87 belong to the steel mesh. The concrete pillows 10, 44, 66 are in the longitudinal direction and f is rectangular or trapezoidal. In the implementation of Figures 1 to 12, Two parallel steel bars 90, μ, and cut 2 concrete sleeper edges 94, 96 are all under the concrete pillow (four), and the face is trapezoidal. The length is long. The long sides 94, 96 are preferably discontinuous, Bottom 99
及K之截面圖所示。 才即不封閉’如圖U 92被向外彎曲， —綁線等固定。 96尚構成如上 為避免灌注混凝土執枕88時，鋼筋9〇、 可在混凝土轨枕88下方使其被—箍筋98 鋼筋90、92在底部99下方的長邊 所述其他縱向鋼筋條1 QQ、1 〇2之承載部 97119657 16 200912096 鋼助12、46、68、9〇、92皆為彎曲 一 具不同尺寸之縱向及橫向鋼筋條。 肋，狀一部分， 所示’單件式預力混凝土執枕1〇、 至12之實施例 筋條，圖1至9中標示為22、24 \、88之橫向鋼 鋼筋條。 、76 ,垂直於縱向 圖13之實施财，鋼筋網料成之矩 向及橫向鋼筋條位在對角線上。 ' 5的縱 執枕m下方的部们10同 8m凝土 部。 银稱成縱向鋼筋條112之承载 圖14至16中混凝土執枕…之鋼筋114由平行於 土執枕11 6外側面118、丨1 g之v 、 且媸士 . iy之V形柵134、136構成，其 、126。邊124、126部分位在混凝土 執枕116下方。位在混凝土執枕116内部的末端（尖端） 被朝向彼此彎折’而構成一 _ (圖15)。彎折部US、 130平行於混凝土執枕116支#面132。柵體13 平行於外側面118、119。 Μ 柵體134、136被-截面為c形垂直於混凝土軌枕縱軸 的箍筋138連接，其位在混凝土執枕116下方之橫邊14〇 ^焊接有縱向鋼筋條142、143。縱向鋼筋條亦可設在混 凝土執枕116内部。此外亦可插入其他縱向鋼筋條。 曲折形平行於外側面118、119之柵體134、136、位在 混凝土軌枕116内部之彎折部128、13〇以及連接柵體 134 136之（]形猶助138同時構成一 N邊形柱體之鋼筋 97119657 17 200912096 114。 上述實施例之鋼筋皆包覆一層電絕緣層。 【圖式簡單說明】 圖1係軌枕與鋼筋之側視圖。 圖2係圖1執枕之截面圖。 圖3係圖1及2軌枕之鋼筋的分開圖。 圖4係執枕第二實施例之側視圖。 圖5係圖4混凝土執枕之截面圖。 圖6係圖4及5混凝土軌枕之鋼筋。 圖7係混凝土執枕與鋼筋第三實施例之側視圖。 圖8係圖7混凝土軌枕之截面圖。 圖9係圖7及8混凝土執枕之鋼筋。 圖10係土執枕與鋼筋第四實施例之側視圖。 圖11係圖10混凝土執枕之截面圖。 圖12係圖10及11混凝土執枕之鋼筋的分開圖。 圖13係混凝土執枕與鋼筋第五實施例之側視圖。 圖14係混凝土執枕與鋼筋第六實施例之側視圖。 圖15係圖14混凝土執枕之截面圖。 圖16係圖14混凝土執枕之俯視圖。 圖17係鋼筋網之俯視圖。 圖18係圖16鋼筋網彎折狀態之截面圖。 圖19係單件式預力混凝土執枕之截面圖。 圖2 0係鋼筋網之部分圖。 【主要元件符號說明】 97119657 18 200912096And the cross section of K is shown. It is not closed. As shown in Fig. U 92, it is bent outward, and the binding line is fixed. 96 is also formed as above to avoid pouring concrete pillow 88, the steel bar 9 〇, can be under the concrete sleeper 88 - the other longitudinal steel bar 1 QQ, the long side of the steel bar 90, 92 under the bottom 99 1 〇 2 bearing part 97119657 16 200912096 Steel Assist 12, 46, 68, 9 〇, 92 are all bent longitudinal and transverse reinforcing bars of different sizes. The ribs, a portion of the ribs, are shown in the 'one-piece pre-stressed concrete pillows', from the ribs of the example of 12, and the transverse steel bars of 22, 24, and 88 are shown in Figures 1-9. 76, perpendicular to the longitudinal direction of Figure 13, the steel mesh into the moment and the horizontal bar is on the diagonal. The section below the longitudinal pillow of the '5' is the same as the 8m concrete section. The silver is referred to as the longitudinal reinforcing bar 112. The reinforcing bars 114 of the concrete restraint in Figs. 14 to 16 are parallel to the outer side 118 of the earthen bolster 11 6 , the v of the 丨 1 g, and the V-shaped grid 134 of the gentleman. iy, 136 constitutes, 126. The sides 124, 126 are located below the concrete pillow 116. The ends (tips) located inside the concrete pillow 116 are bent toward each other to form a _ (Fig. 15). The bent portion US, 130 is parallel to the concrete surface 116 of the concrete pillow 116. The grid 13 is parallel to the outer sides 118, 119.栅 The grids 134, 136 are joined by a stirrup 138 having a c-shaped cross-section perpendicular to the longitudinal axis of the concrete sleeper, and the transverse ribs 142, 143 are welded to the lateral edges 14 〇 below the concrete bolster 116. The longitudinal reinforcing bars may also be provided inside the concrete pillow 116. In addition, other longitudinal reinforcing bars can be inserted. The curved bodies 134, 136 which are zigzag parallel to the outer sides 118, 119, the bent portions 128, 13 位 which are located inside the concrete sleepers 116, and the connecting 134 136 form a N-shaped column. Reinforced steel bars 97119657 17 200912096 114. The steel bars of the above embodiments are covered with an electrically insulating layer. [Simplified illustration of the drawings] Fig. 1 is a side view of a sleeper and a steel bar. Fig. 2 is a sectional view of the pillow of Fig. 1. Figure 1 is a side view of the second embodiment of the pillow. Figure 5 is a cross-sectional view of the concrete pillow of Figure 4. Figure 6 is a steel bar of the concrete sleeper of Figures 4 and 5. Fig. 8 is a sectional view of the concrete sleeper of Fig. 7. Fig. 9 is a steel bar of the concrete pillow of Fig. 7 and Fig. 8. Fig. 10 The fourth embodiment of the earthen pillow and steel bar Figure 11 is a cross-sectional view of the concrete pillow of Figure 10. Figure 12 is a separate view of the steel bar of the concrete pillow of Figures 10 and 11. Figure 13 is a side view of a fifth embodiment of a concrete pillow and steel bar. Side view of a sixth embodiment of a 14-series concrete pillow and steel bar. Figure 15 is a hybrid of Figure 14. Figure 16 is a top view of the concrete pillow of Figure 14. Figure 17 is a top view of the steel mesh. Figure 18 is a sectional view of the bending state of the steel mesh of Figure 16. Figure 19 is a one-piece pre-stress concrete Sectional view of the pillow Figure 2 Part of the 0-reinforcing mesh. [Description of main components] 97119657 18 200912096
10 、 44 、 66 、 88 、 116 、 174 單件式預力混凝土執枕 11 ' 13 軌條扣件 12 、 46 、 68 、 90 、 92 、 114 、 172 鋼筋 14、16 邊緣 18 、 20 、 32 、 33 、 40 、 42 、 55 、 57 、 70 、 72 、 85 、 87 、 106 、 108 、 112 、 142 、 143 、 152 、 154 、 156 、 158 縱向鋼筋條 22 、 24 、 37 、 74 、 76 、 160 、 162 橫向鋼筋條 26、28 側邊 34 、 35 、 54 、 56 、 84 、 86 、 100 、 102、182、184 其他縱向鋼筋條 30 、 178 露出部分 36、38 彎折邊緣 48、50 彎折邊緣 52 橫邊 53 、 58 、 60 、 62 預力線 64 、 80 、 99 、 180 混凝土執枕底部 78 長邊 82 短邊 118 、 119 側面 124、126 邊 128 、 130 U形部 132 支撐面 134 、 136 V形柵 97119657 19 200912096 140 橫邊 150 鋼筋網 97119657 2010, 44, 66, 88, 116, 174 one-piece pre-stressed concrete pillows 11 ' 13 rail fasteners 12, 46, 68, 90, 92, 114, 172 steel bars 14, 16 edges 18, 20, 32, 33, 40, 42 , 55 , 57 , 70 , 72 , 85 , 87 , 106 , 108 , 112 , 142 , 143 , 152 , 154 , 156 , 158 longitudinal steel bars 22 , 24 , 37 , 74 , 76 , 160 , 162 transverse reinforcing bars 26, 28 sides 34, 35, 54, 56, 84, 86, 100, 102, 182, 184 other longitudinal reinforcing bars 30, 178 exposed portions 36, 38 curved edges 48, 50 curved edges 52 Horizontal edges 53, 58, 60, 62 Pre-stress lines 64, 80, 99, 180 Concrete pillow bottom 78 Long side 82 Short side 118, 119 Side 124, 126 Side 128, 130 U-shaped 132 Support surface 134, 136 V Shape grid 9719657 19 200912096 140 horizontal side 150 steel mesh 97119657 20