201038793 六、發明說明： 【發明所屬之技術領域】 本發明係關於—細以加勁土壤結構之彈性歡條，以及具 有該穩定條之加勁土壤結構。 【先前技術】 加勁土壤結構結合有—夯實㈣填、—保護面、以及一可與 保護面相連接或不相連接的加勁件。 〃 可使用不同_的加勁件：鋼性金屬條，例如由鍍辞鋼製成 的鋼性金祕，雜細，㈣物旨、_娜穩定條。 根據此結構找的應力以及土軸加勁件之間的雜力引起的土 壞之推力，這些加勁件以―定之密度定位於土壤中。 保護面通常由平板或塊狀形式的預製現凝土構件製成，這也 70件相並列排列以覆蓋此結構之前表面。 雖然可使用更長或更短的尺寸，但是彈性條一般形成為3至 10未長的條形。軸可能使用寬度範_ ω或25公分（cm)甚 至更大寬度尺寸的彈性條，但它們的寬度通常位於4至s公分㈤ 之間。彈性條之厚度舉例而言可為大約1毫米―）至幾公分（cm) 且通常為1至6毫米（mm)之間的範圍。 穩定條的目的在於傳送通過土壤或土壤的應力且因此能夠分 散負載。 特別地，必需傳輸-彈性條與放置有該彈性條的背填之間的 201038793 =因1’^條賴料絲絲_積，崎得雜能夠形 成母早7C長度所必需的剪力強度。 長产::Γ:言’並且作為優先選擇，此彈性條能夠傳輸其全部 、又的負載且因此具有良好的抗拉強度。 用一些方案，用以增加加勁件與土壤之間的磨擦特別 需要加強—結構與/或增加—結構強度的加勁之數目。 〇 ^文㈣2 325 778揭露了雜金屬加勁，金屬加勁中的 連、λ肋可增加土壤與加勁之間的磨擦係數。 專利文驗〇 818 577揭露了彈性加勁，彈性加勁中-伸長 但非平面中心元件由從中心元件突出的核所包圍。 雖然碰方案確實可增加土雜场之_雜絲，但是 也f有一些缺點。特別地’如此提出的加勁—找度上難以處理 且突出件的存在意味著它們必需以平面方式運輪。這樣它們難以 堆疊。 〇 【發明内容】 因此，馨於上制題，本發明之目的之―姐提出—鷄決 方案’此轉決方案在易於處理賴況下，可提供—種加勁件， 此加勁件可提高土壌與加勁件之間的磨擦係數。 因此，本發明提出一種具有大致不變之厚度e的彈性穩定條， 此彈性穩定條使用於加勁土壤結構巾且包含有—巾心部份及至少 -個可變紐的外側部，巾心部份縱向延相啸抗張力，並且 至夕個T變寬度的夕卜側部包含有複數個以連續材料沿中心部份 201038793 排列的區段。 有利地，本發明之穩定條能夠捲起，因此使得易於儲存、運 輸及安裝，舉例而言，當需要在一些背填材料上放置時，能夠在 現場展開此穩定條。 在本發明之範圍内，一"縱向延伸用以抵抗張力的中心部份,, 應該理解為其表示此穩定條的沿此條之縱轴，在縱向延伸的一部 份。此部份沿穩定條的全部長度由連續的材料形成以便能夠抵抗 張力。優先地，這一部份的寬度在穩定條的全部長度上基本保持 不變。 一夕外侧部〃應理解為其表示一穩定條之一部份，此部份位 於縱向延伸用以抵抗張力的中心部份之一個與/或另一侧面上。 本發明之一外側部可為變化之寬度且包含有複數個區段。這 些區段可沿用以抵抗張力的中心部份之全部長度定位，或僅沿中 心部份之-部份定位。外側部的寬度之變化至少因為這些區段的 存在，但是可以想像到一外側部的其他部份之可變寬度。 顯然’寬度的意思表不與在垂直於縱轴及穿過穩定條之厚度 之軸線的距離。 -大致*變之厚度"可轉為表示在穩定條的全部厚度以 及全部長紅變化非料的厚度。細，厚度顿化可由於 製程參數的波動產生’例如在__製程參數的波動。 該理解絲示沿抵抗張力的部份以連續材料排列 之部份，其中外侧部之寬度在外側部之_連續區段之間的至少 201038793 一些點上為零。結果，外側部之寬度在零至區㈣最大寬度之間 變化，其中區段的最大寬度出現於具有區段的外側部之區域中。 這些區段可具有不同之形狀。一般而言，這些區段具有至少 -平行於_辭直雜。優先地平直部份以至少等 於匕們本身長度的長度所分隔。 這些區段可為常寬，即，可為方形或矩形，或它們可為變化 之寬度。 Ο 較佳地’a些n段沿縱軸均勻分佈，制是區段沿彈性加勁 條之縱軸分佈。 j 然而，一彈性加勁條可包含有兩個部份，其中一部份具有外 側區段且另-部份料魏寬度丨且沒餅側區段。 本發明之彈_定條單戦者贿何可行·合方式考慮還 可具有一個或多個以下之特性： 中心部份實質上由加勁纖維聚合母體組成； 〇 •可變寬度的外側部不包含有纖維； 可變寬度的外側部位於抵抗張力的部份之每—側面上； •可變寬度的外側部之每一區段具有—最大寬度，此最大寬度 小於或等於抵抗張力的部份之寬度； -可變寬度的外側部之區段為平行六面形，例如一梯形； -可變寬度的外側部之區段具有_三角形； 了變寬度的外侧部區段具有一包含有曲面部份的形狀，曲面 部份將抵抗張力的中心部份與平行於中心部份的平直部份相連 201038793 接； -可變寬度的外側部區段在中心部份之長度的20%至嶋上 延伸。 本發明之實施崎㈣-雜敎條之絲，此捲軸中包含 有-核心轴’核心軸上捲繞有本發明之實施例之彈性穩定條。 本發明還’—鄉性歡狀製造方法，透過此種製造方 法可獲付，特別是透過擠壓方法獲得具有不變厚度及寬度的彈性 條，並且其巾材料區段至少沿—個縱向邊緣被去除用以形成複數 個區段。 根據本發明之另_實施例，—可擠壓材料通過—具有大致矩 形的擠朗被擠壓，其中矩形擠壓頭之短邊尺寸對應於彈性穩定 條之期望厚度且長邊尺寸可變化以便在擠壓期間改變此擠壓頭之 橫截面以形成複數個區段。 根據本發明之另—實施例，—可^^材料通過—具有大致矩 形的擠壓賴趣’射矩雜魏之短邊尺寸對應於彈性穩定 條之期望厚紅長叙寸對應於雜穩定條之最大寬度，並且此 擠壓頭在賴綱在其長邊尺寸上紐㈣以形成複數個區段。 根據本發明之另—實施例，_可顧材料通過―具有大致矩 形的擠壓頭被擠壓，其中矩形擠廢頭之短邊尺寸對應於彈性穩定 條之期望厚度且長邊尺寸對躲雜穩定條之最大寬度，並且因 此擠壓材料通過―具有A致矩賴定型夾具被麵，其中矩形的 定型夾具之短邊尺寸對應於彈性穩定條之期望厚度且長邊尺寸對 201038793 應於雜财條之最大寬度，並且歧型央親著雜材料通過 定型央具在長邊尺寸方向上作往復運動以便形成複數個區段。 減本伽之另—實補，_可_獅麵—具有大致矩 形的擠屋麵繼，財矩雜魏之域尺寸_於彈性穩定 條之期望厚度且長邊尺寸對應於彈性穩定條之令心部份之寬度且 透過例如愿合、焊接或結合方式附加有外側區段。 & 根據本發明之另—實施例，擠壓—擠壓材翻以形 〇之中心部份，且然後此中心部份放置於一模具中，在模具中加入' 可擠歸料顺例如透過焊接可形成且附加外侧區段。 可麵材料可為-喪入有連續纖維的聚合母體，其中連續纖 維在擠壓触巾健錄力之下以加师性穩 部份以便抵抗張力。 叫伸之 本發明還關於-種具有至少一個本發明之穩定條之加勁 結構。 0 本發明還關於-種加勁土壤結構之建造方法，此建造方法包 含在土壤結構之前表面放置一保護面，划定一待背填之空間界 限，將背填材柯人至此以钟錢實f填材料，其中之加勁件 包3有至少一個本發明之實施例之穩定條。 根據本發敗-實_，在定位㈣件之步财包含從一捲 轴上展開加勁件之步驟。 【實施方式】 明蜂地’圖式中的不同树不按照比靖製。在這些圖 201038793 式中’同一標號表示相同元件。 「第1圖」係為根據本發明的一彈性穩定條（10)之第一實 施例之透視圖。 舉例而s ’聚合母體基於聚乙稀、聚丙烯、聚氣乙稀（pVC)。 這些纖維較佳為聚合纖維，例如基於聚酯、基於聚酰胺或基 於聚烯烃。金屬纖維或天然纖維，例如基於麻纖維的金屬纖維或 天然纖維可補充有聚合纖維。優先地，聚合纖維為連續纖維。 穩疋條10具有一厚度e，厚度6在穩定條的全部寬度且沿 縱轴方向上大致不變。穩定條10由中心部份1〇〇及兩個對襯的外 侧部105組成’中心部份議縱向延伸用以抵抗張力，兩個對概 的外側部105位於中心部份動之每一侧面上。外側部1〇5分別 包3有複數個沿縱軸均勻排列的區段110。每一區段包含有一 平直部份112以及兩個曲面部份114，曲面部份114將平直部份 112之端部連接至零寬度的外側部之區域。 在此描述的曲面部份114為圓弧。中心部份1〇〇之寬度u沿 縱軸保持将且每-外卿1G5之寬度在G與12、13之間連續變 化’其中12、13為與平J[部份ι12對應的區域巾之區段大 度。根縣發明之-實_，12與13辦，雜穩定條的最大寬 度為丨，其中1=11 + 12 + 13且其最小寬度為11。 區段110沿縱軸以惶定間距p分佈，其中p = di + d2，其中 dl對應於平直部份iu之長度且犯對應於兩個連續的平直部份 112的端部之間的距離。 201038793 ，第2圖」係為根據本發明的—彈性穩定條之另—實施例之 透視圖^中之區段可具有一不同的形狀。「第！圖」中之區段11〇 由區'^又120替代。區段120為一梯形，區段120中的一平直部份 122與縱軸相平行且其中兩個平直部份125、以以一定角度將平 直部份122之端部與沿平直部份124延伸的零寬度之外側部區域 相連接。 區段120沿縱軸以不變的間距p分佈，其巾P = d3+d4+d5+d6 Ο且d3及d5對應於傾斜的平直部份126及125在縱軸上透射之長 度，d4對應於平直部份124之長度，並且必對應於平直部份⑵ 之長度。 第1圖」及「第2圖」所示之穩定條能夠透過切割寬度為J 的穩定條之邊緣，用以去除區段11〇或12〇之間的材料而獲得。 還可能在擠壓製程中，使用直接擠壓法，透過將擠壓頭之寬 度從11至1連續改變可製造這些穩定條。201038793 VI. Description of the Invention: [Technical Field to Which the Invention Is Ascribed] The present invention relates to an elastic strip that is finely stiffened to the soil structure, and a stiffened soil structure having the stabilizing strip. [Prior Art] The stiffened soil structure is combined with a tamping (four) filling, a protective surface, and a stiffening member that may or may not be connected to the protective surface. 〃 Different _ stiffeners can be used: steel strips, such as steel gold secrets made of rhodium-plated steel, miscellaneous, (iv) object, _ na stabilizing strips. Based on the stresses found by this structure and the thrust of the soil caused by the miscellaneous forces between the soil shaft stiffeners, these stiffeners are positioned in the soil at a constant density. The protective surface is usually made of precast concrete members in the form of slabs or blocks, which are also arranged side by side to cover the front surface of the structure. Although longer or shorter sizes can be used, the elastic strips are generally formed into a strip shape of 3 to 10 not long. The shafts may use elastic strips of width _ ω or 25 cm (cm) or even larger widths, but their width is usually between 4 and s cm (five). The thickness of the elastic strip can be, for example, in the range of from about 1 mm to about several centimeters (cm) and usually between 1 and 6 millimeters (mm). The purpose of the stabilizing strip is to transfer stress through the soil or soil and thus to distribute the load. In particular, it is necessary to transfer between the elastic strip and the backfill in which the elastic strip is placed. 201038793 = The shear strength necessary for the length of the mother 7C can be formed by the 1's strip. Long-term production: Γ: 言' and as a preference, this elastic strip is capable of transmitting its full, yet loaded load and therefore has good tensile strength. In some cases, it is particularly necessary to increase the friction between the stiffener and the soil - the structure and/or the increase - the amount of structural strength. 〇 ^文(4) 2 325 778 reveals that the hybrid metal is stiffened, and the λ and λ ribs in the metal stiffening increase the friction coefficient between the soil and the stiffening. The patent document 〇 818 577 discloses elastic stiffening, elastic stiffening, medium-elongation, but non-planar center elements are surrounded by a core protruding from the central element. Although the collision scheme can indeed increase the hodge of the miscellaneous field, it also has some disadvantages. In particular, the stiffening that is so proposed is difficult to handle and the presence of protruding members means that they must be transported in a planar manner. This makes them difficult to stack. 〇[Summary of the Invention] Therefore, the purpose of the present invention is that the "sister-proposed-chicken plan" of the present invention can provide a kind of stiffening member under the condition that it is easy to handle, and the stiffening member can improve the bandit The coefficient of friction between the stiffener and the stiffener. Accordingly, the present invention provides an elastic stabilizing strip having a substantially constant thickness e for use in a stiffened soil structural towel and comprising an outer portion of the core portion and at least one variable button, the core portion The longitudinal extension phase is anti-tension, and the side of the T-variation width includes a plurality of sections arranged in a continuous material along the central portion 201038793. Advantageously, the stabilizing strip of the present invention can be rolled up, thus making it easy to store, transport and install, for example, when it is desired to place on some backfill material, the stabilizing strip can be deployed on site. Within the scope of the present invention, a " longitudinal extension to resist the central portion of the tension is understood to mean a portion of the stabilizing strip extending longitudinally along the longitudinal axis of the strip. This portion is formed of a continuous material along the entire length of the stabilizing strip to resist tension. Preferably, the width of this portion remains substantially constant over the entire length of the stabilizing strip. The outer side portion is understood to mean a portion of a stabilizing strip which is located on one and/or the other side of the central portion extending longitudinally against the tension. One of the outer portions of the present invention can be of varying width and include a plurality of segments. These segments can be positioned along the entire length of the central portion against the tension, or only along the portion of the central portion. The change in the width of the outer portion is at least due to the presence of these segments, but it is conceivable to vary the width of the other portion of the outer portion. It is apparent that the term "width" does not correspond to the distance from the axis perpendicular to the longitudinal axis and through the thickness of the stabilizing strip. - The thickness of the thickness is changed to "the thickness of the entire strip of the stabilizing strip and the thickness of all the long red." Fine, thickness can be caused by fluctuations in process parameters, such as fluctuations in the __ process parameters. This understanding shows the portion of the portion that resists tension as a continuous material, wherein the width of the outer portion is zero at some point between at least 201038793 between the continuous segments of the outer portion. As a result, the width of the outer portion varies between zero and the maximum width of the zone (four), wherein the maximum width of the segment occurs in the region having the outer portion of the segment. These sections can have different shapes. In general, these segments have at least - parallel to the _ straight line. The preferred straight portions are separated by at least the length of their own length. These segments can be generally wide, i.e., can be square or rectangular, or they can be varying widths. Preferably, the n segments are evenly distributed along the longitudinal axis, the segments being distributed along the longitudinal axis of the elastic stiffener. j However, an elastic stiffener may comprise two parts, one of which has an outer section and the other part of which has a width of width and no side section of the cake. The invention may also have one or more of the following characteristics: The central portion is substantially composed of a stiffening fiber polymer matrix; 〇 • The outer portion of the variable width does not include a fiber; a variable width outer portion on each side of the portion resisting tension; • each segment of the variable width outer portion having a maximum width that is less than or equal to the portion resisting tension Width; - a section of the outer side of the variable width is a parallel hexagonal shape, such as a trapezoidal shape; - a section of the outer side of the variable width has a _ triangle; and an outer section of the variable width has a curved surface portion The shape of the portion, the curved portion is connected to the central portion of the tensile force connected to the straight portion parallel to the central portion 201038793; - the outer portion of the variable width is 20% of the length of the central portion extend. In the practice of the present invention, the wire of the sacrificial (four)-heterodones, which contains the elastic stabilizing strip of the embodiment of the present invention, is wound on the core shaft of the core shaft. The invention also provides a method for manufacturing a home-like shape, which can be obtained by such a manufacturing method, in particular, an elastic strip having a constant thickness and width by an extrusion method, and a section of the material of the towel at least along a longitudinal edge It is removed to form a plurality of segments. According to another embodiment of the invention, the extrudable material is extruded by having a substantially rectangular shape, wherein the short side dimension of the rectangular extrusion head corresponds to the desired thickness of the elastic stabilization strip and the long side dimension can be varied so that The cross section of the extrusion head is varied during extrusion to form a plurality of sections. According to another embodiment of the present invention, the material can pass through - having a substantially rectangular shape, and the short side dimension of the weir is corresponding to the desired thickness of the elastic stabilizing strip. The maximum width, and the extrusion head is in the long dimension of the Lai (4) to form a plurality of sections. According to another embodiment of the present invention, the material may be extruded through a "substantially rectangular extrusion head", wherein the short side dimension of the rectangular extrusion head corresponds to the desired thickness of the elastic stabilization strip and the long side dimension is miscellaneous Stabilizing the maximum width of the strip, and thus the extruded material is passed through a "with A-resistance type clamp", wherein the short side dimension of the rectangular shaped fixture corresponds to the desired thickness of the elastic stabilizing strip and the long side dimension is for the miscellaneous wealth of 201038793 The maximum width of the strip, and the miscellaneous material is reciprocated in the direction of the long side by the shaping mechanism to form a plurality of sections. Reduce the original of the gamma - the real complement, _ can _ lion face - has a roughly rectangular squeezing roof followed by the size of the wealth of Wei Wei _ in the desired thickness of the elastic stabilizing strip and the long side dimension corresponds to the elastic stabilizing strip of the heart The width of the portion is added to the outer segment by, for example, wishing, welding or bonding. & According to another embodiment of the present invention, the extrusion-extruding material is turned into a central portion of the shape, and then the center portion is placed in a mold, and a 'squeezing material is added to the mold, for example, through Welding can form and attach an outer section. The facestock material can be a polymeric matrix that is entangled with continuous fibers, wherein the continuous fibers are mechanically stabilized under the force of the extruded tentacles to resist tension. The present invention also relates to a stiffening structure having at least one stabilizing strip of the present invention. The invention also relates to a method for constructing a stiffened soil structure, which comprises placing a protective surface on the surface of the soil structure, demarcating a space boundary to be backfilled, and placing the backfill material to the clock. The filling material, wherein the stiffener package 3 has at least one stabilizing strip of an embodiment of the invention. According to the present defeat-real_, the step of positioning (four) pieces includes the step of unwinding the stiffener from a roll. [Embodiment] The different trees in the pattern of the "Bee Bee" are not in accordance with the standard system. In the figures 201038793, the same reference numerals denote the same elements. Fig. 1 is a perspective view showing a first embodiment of an elastic stabilizing strip (10) according to the present invention. For example, the s 'polymerized precursor is based on polyethylene, polypropylene, and polyethylene oxide (pVC). These fibers are preferably polymeric fibers, for example based on polyester, based on polyamide or based on polyolefin. Metal fibers or natural fibers, such as hemp fiber-based metal fibers or natural fibers, may be supplemented with polymeric fibers. Preferentially, the polymeric fibers are continuous fibers. The stabilizing strip 10 has a thickness e which is substantially constant over the entire width of the stabilizing strip and in the direction of the longitudinal axis. The stabilizing strip 10 is composed of a central portion 1〇〇 and two outer side portions 105 of the pair of linings. The central portion is longitudinally extended to resist tension, and the two opposite outer portions 105 are located on each side of the central portion. . The outer portions 1 〇 5 respectively have a plurality of sections 110 which are evenly arranged along the longitudinal axis. Each section includes a flat portion 112 and two curved portions 114 that connect the ends of the flat portions 112 to the regions of the outer portions of the zero width. The curved surface portion 114 described herein is an arc of a circle. The width u of the central portion 1〇〇 is maintained along the longitudinal axis and the width of each outer bristles 1G5 is continuously changed between G and 12, 13 '12, 13 is the area corresponding to the flat J [partial ι12] The section is generous. According to the invention of the county, the maximum width of the stabilizing strip is 丨, where 1=11 + 12 + 13 and its minimum width is 11. The segments 110 are distributed along the longitudinal axis at a predetermined pitch p, where p = di + d2, where dl corresponds to the length of the straight portion iu and is between the ends corresponding to the two consecutive flat portions 112. distance. 201038793, Fig. 2 is a perspective view of a perspective view of another embodiment of the elastic stabilizing strip according to the present invention. The section 11〇 in the “图!图” is replaced by the area '^又120. The section 120 is a trapezoid, and a flat portion 122 of the section 120 is parallel to the longitudinal axis and two of the straight portions 125 are used to straighten the end of the straight portion 122 at an angle. The side portions of the zero width extension of the portion 124 are connected. The segments 120 are distributed along the longitudinal axis at a constant pitch p, with the towel P = d3 + d4 + d5 + d6 Ο and d3 and d5 correspond to the length of the oblique flat portions 126 and 125 transmitted on the longitudinal axis, d4 Corresponds to the length of the straight portion 124 and must correspond to the length of the straight portion (2). The stabilizing strips shown in Figures 1 and 2 can be obtained by cutting the edge of the stabilizing strip of width J to remove material between the segments 11 or 12 . It is also possible to manufacture these stabilizing strips by continuously pressing the width of the extrusion head from 11 to 1 in the extrusion process using direct extrusion.
Q 第3圖」係為「第2圖」之彈性穩定條之實施例的替換形 式之示意圖，「第3圖」中之區段130具有與區段12〇相同的幾何 結構且區段130不沿縱轴對襯排列而是在縱向上彼此偏離。在本 發明之一實施例中，外侧部之最大寬度12、13相等且可變寬度的 外側部105之排列方式為穩定條的寬度在其全部長度上保持不變。 如此之'穩疋條能夠透過切割寬度為1 +12的穩定條之邊緣 獲得。 然而’透過直接擠壓法’在擠壓過程中前後移動一常寬的擠 11 201038793 壓頭以製造如此之一區段130具有優點。 本發明還關於—種加勁土壤結構之建造方法。 「第4圖」麵—種加耻壤結構之建造方法q音圖。一 务實的背㈣穿過土壤結構且背填21之前側由： 定’其中雜21 +输神㈣如G，伴護面 23由並列的雜倾面元件24構成，並歸填 壤之側壁25界定。 交衣卸由土 Γ 為了向此結構提供—些黏合力，穩定條1〇可與保護面元件％ 相連接且可延伸至夯實的背填21中—定的距離。這些穩定條10 位於保護面23之後的加勁區域之中以起到加勁土壤之作用。 a在加勁區域z中，夯實的背填21_穩定條ω的加強可非 酬。因此背填21能夠經受作用於其上的剪應力，盆中此剪森 力由2定條K)受到的張力所產生。加勁區域z自然具有充分之: 度使得能夠將保護面23充分保持到位。 將穩定條簡單連接至保護面元件24 祕住巨大想積的背填。牛4之点面，因此使得保護面 H 4 ®構造+ ’狀條iq械結構之高 度上相交替在疊加的水平面上排列。 為了建立「第4圖」所示之結構，可採用如下之程式· 3)安襄一些保護面元件24，以便其後_將-些背填材料填Q Fig. 3 is a schematic view showing an alternative form of the embodiment of the elastic stabilizing strip of "Fig. 2". The section 130 in "Fig. 3" has the same geometry as the section 12〇 and the section 130 is not The linings are arranged along the longitudinal axis but are offset from each other in the longitudinal direction. In one embodiment of the invention, the outer portions 105 of the outer portions having the largest widths 12, 13 and the variable width are arranged such that the width of the stabilizing strip remains constant over its entire length. Such a 'stable strip' can be obtained by cutting the edge of a stable strip having a width of 1 + 12. However, it is advantageous to move a constant width of the squeezing 11 201038793 indenter by the direct extrusion method to produce such a section 130. The invention also relates to a method of constructing a stiffened soil structure. "Picture 4" surface - a sound map of the construction method of the shame soil structure. A pragmatic back (4) passes through the soil structure and the front side of the backfill 21 is: Ding's the miscellaneous 21 + the gods (4) such as G, the companion surface 23 consists of juxtaposed parabolic elements 24, and is placed on the side wall of the fill 25 defined. Unloading the soil Γ In order to provide some adhesion to the structure, the stabilizing strip 1 can be connected to the protective surface element % and can extend into the tamped backfill 21 a certain distance. These stabilizing strips 10 are located in the stiffening zone behind the protective surface 23 to act as a stiffening soil. a In the stiffening zone z, the reinforcement of the tamped backfill 21_stabilized strip ω is not acceptable. Therefore, the backfill 21 can withstand the shear stress acting on it, and the shear force in the basin is generated by the tension experienced by the 2 strip K). The stiffening zone z is naturally sufficient: the degree enables the protective surface 23 to be sufficiently held in place. Simply attaching the stabilizing strip to the protective surface element 24 is a secret to the backfill. The point of the cow 4 is such that the heights of the protective surface H 4 ® structure + ‘strip iq are alternately arranged on the superimposed horizontal plane. In order to establish the structure shown in Figure 4, the following procedure can be used. 3) Install some protective surface elements 24 so that some of the backfill materials can be filled in later.
加至-定的破。在習知之方式下，透過保護面元件之間的組裝 元件可容易實現保護面元件的安裂及定位· X 12 201038793 Ο Ο 量的=穩定條丨G安裝於6經存在鳴中姻定㈣作用輕 件24^上裝Γ穩定條^之頂部上引入背填材料直至保護面元 實。 下級穩定條1〇。此背填村料隨著？丨入被逐· Φ重複步驟輕e)直至到達背填之最高級。 耻魏觀錢妨村_衫_換形式。 使用過將穩定條附加至土壤之一側壁25將其固定至此壁 例如使㈣子、訂人趣25中的環或者任 何被本絲^之技術人員所知的方式。 本發明並非限制於這些實施例之類型， 效之實施例。 【圖式簡單說明】 第圖係為根據本發明的一彈性穩定條之第一 並且可包含有任何等 圖， 實施例之透視 第2圖係為根據本發明的一强柯籍中政^妨 奴7:107泮性穩疋條之第二實施例之透視 圖， 圖；以及 係為根據本發_—彈性穩定條之第三實施例之透視 【主=:::壤結構—之橫· 圖 穩定條 13 10 201038793 21 背填 23 保護面 24 保護面元件 25 側壁 100 中心部份 105 外侧部 110、120、130 區段 112、122、124、125、126 平直部份 114 曲面部份 e 厚度 Z 加勁區域 1 '11 '12'13 寬度 dl、d2、d3、d4、d5、d6 長度 P 間距 14Add to the fixed break. In the conventional manner, it is easy to achieve the cracking and positioning of the protective surface element through the assembled components between the protective surface elements. X 12 201038793 Ο Ο = = = stable strip 丨 G installed in 6 by the presence of the sound of the marriage (four) role The backing material is introduced on the top of the light member 24^upper stabilizer strip until the protective panel element is solid. The lower stabilizing bar is 1〇. What is this backfill?丨 被 · Φ Repeat steps light e) until the highest level of backfill is reached. Shame Wei Guan Qiang Village _ shirt _ change form. The stabilizing strip has been used to attach it to one of the soil side walls 25 to secure it to the wall, for example, to make the ring in (4), the user's interest 25, or any manner known to those skilled in the art. The invention is not limited to the types of embodiments, but also to the embodiments. BRIEF DESCRIPTION OF THE DRAWINGS The figure is a first embodiment of an elastic stabilizing strip according to the present invention and may include any other figures. The perspective view of the second embodiment is a strong kezhong policy according to the present invention. The perspective view of the second embodiment of the slave 7:107, and the perspective of the third embodiment of the elastic stabilizer strip according to the present invention [main =::: soil structure - horizontal Figure stabilizing strip 13 10 201038793 21 Backfill 23 Protective surface 24 Protective surface element 25 Side wall 100 Center portion 105 Outer portion 110, 120, 130 Section 112, 122, 124, 125, 126 Straight portion 114 Curved portion e Thickness Z stiffening zone 1 '11 '12'13 width dl, d2, d3, d4, d5, d6 length P spacing 14