TW202026491A - Embankment slope anti-erosion structure - Google Patents

Embankment slope anti-erosion structure Download PDF

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TW202026491A
TW202026491A TW108100292A TW108100292A TW202026491A TW 202026491 A TW202026491 A TW 202026491A TW 108100292 A TW108100292 A TW 108100292A TW 108100292 A TW108100292 A TW 108100292A TW 202026491 A TW202026491 A TW 202026491A
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bag
slope
shaped
net
aforementioned
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TW108100292A
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TWI674343B (en
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洪天時
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洪天時
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Abstract

This invention relates to an embankment slope anti-erosion structure, which includes at least a pocket structure made of fiber and having plasticity and water permeability. Said pocket structure is provided with a net-shaped bag, a filling hole is formed on the net-shaped bag to fill a filler inside the net-shaped bag. Said net-shaped bag is made of a first braid layer and a second braid layer. Therefore, when the net-shaped bag is filled with a filler such as concrete, a net-shaped concrete structure can be formed, the shape of the pocket structure including said net-shaped concrete structure corresponds to the shape of the slope surface, and is firmly attached to the surface of the slope to ensure the safety of the slope structure.

Description

堤岸邊坡防蝕結構體Anti-corrosion structure of embankment slope
本發明係為堤岸邊坡防蝕結構體,尤指一種可穩固的附著在各種邊坡表面上之具有高結構強度、可塑性與透水性之防蝕結構體。The invention is an anti-corrosion structure for bank slopes, especially an anti-corrosion structure with high structural strength, plasticity and water permeability that can be firmly attached to the surface of various slopes.
一般常見的邊坡結構(例如堤岸或山壁),為防止雨水、河水或海水侵蝕,必須以重機具開挖邊坡,再於邊坡上設置一水泥防護牆。然而,水泥防護牆的施工非常緩慢、施工成本高且須耗費非常多的人力,且必須先評估設計後才可施工,因此降低了提岸邊坡的維護速度與效率,當遇到較嚴重的天災時(例如颱風、毫雨或地震),即會造成非常嚴重的災害損失或交通中斷的問題。For common slope structures (such as embankments or mountain walls), in order to prevent rain, river or seawater erosion, the slope must be excavated with heavy machinery, and then a cement protective wall must be installed on the slope. However, the construction of the cement protective wall is very slow, the construction cost is high, and it takes a lot of manpower, and the design must be evaluated before the construction can be carried out. Therefore, the maintenance speed and efficiency of the bank slope are reduced. During natural disasters (such as typhoons, drizzle or earthquakes), it will cause very serious disaster losses or traffic interruptions.
為此,本案發明人,特針對前述堤岸邊坡防護工程的缺點加以研究,而發明本案。For this reason, the inventor of this case specifically studied the shortcomings of the aforementioned embankment slope protection project and invented this case.
本發明之目的,係提供一種具有可塑性與透水性的網狀邊坡防護結構,其可預先鋪設在邊坡上,再填充混凝土等填充物,以形成網狀防護結構,該網狀防護結構的形狀係對應邊坡表面的形狀,並穩固的附著在邊坡表面上,確保邊坡結構的安全,並達到降低施工成本、減少施工時間、減少施工人力與提升施工效率之功效。The purpose of the present invention is to provide a mesh-shaped slope protection structure with plasticity and water permeability, which can be pre-laid on the slope and then filled with concrete and other fillers to form a mesh-shaped protective structure. The shape corresponds to the shape of the slope surface, and is firmly attached to the slope surface to ensure the safety of the slope structure, and achieve the effects of reducing construction costs, reducing construction time, reducing construction manpower and improving construction efficiency.
為達上述目的,本發明之堤岸邊坡防蝕結構體,至少包含一由纖維編織而成之具有可塑性與透水性的袋狀結構體;前述袋狀結構體係設置網形袋囊,並於網形袋囊設置填充孔,使網形袋囊內可填充填充物,前述網形袋囊係由第一編織層與第二編織層互相編織而成;前述網形袋囊之縫隙位置及外圍係設置複數分隔結構,以利用分隔結構將網形袋囊彼此分隔成網狀,前述分隔結構係為單一編織層,且該分隔結構的單一編織層的編織密度係大於前述網形袋囊之第一編織層的編織密度或第二編織層的編織密度。In order to achieve the above-mentioned purpose, the bank slope erosion prevention structure of the present invention includes at least one plastic and water-permeable bag-like structure woven by fibers; the aforementioned bag-like structure system is provided with a net-shaped bag, which is combined in the net shape The bag is provided with filling holes so that the net-shaped bag can be filled with fillers. The aforementioned net-shaped bag is knitted by the first woven layer and the second woven layer; the gap position and periphery of the aforementioned net-shaped bag are arranged A plurality of partition structures are used to separate the mesh-shaped pouches into a net shape by using the partition structure. The partition structure is a single woven layer, and the weaving density of the single woven layer of the partition structure is greater than the first weave of the mesh-shaped pouch The braid density of the layer or the braid density of the second braid.
本發明之堤岸邊坡防蝕結構體,其中前述袋狀結構體之網形袋囊可為彼此互相交叉連通之結構;或為部分互相連通之結構;或為複數個互相不連通之網形袋囊。In the embankment side slope erosion prevention structure of the present invention, the mesh pockets of the aforementioned bag-like structure may be a structure that crosses and communicates with each other; or a structure that is partially connected to each other; or a plurality of mesh pockets that are not connected to each other .
本發明之堤岸邊坡防蝕結構體,其中前述分隔結構之單一編織層得為由前述網形袋囊之第一編織層與第二編織層編織成一體之結構;且前述分隔結構之單一編織層可增加編織纖維以提升分隔結構之編織密度。In the bank slope erosion prevention structure of the present invention, the single woven layer of the partition structure is a structure woven into a single woven layer by the first woven layer and the second woven layer of the mesh bag; and the single woven layer of the partition structure Weaving fibers can be added to increase the weaving density of the partition structure.
本發明之堤岸邊坡防蝕結構體可在邊坡不設置排水管的情況下,將邊坡內的大量水分直接透過分隔結構排出,防止邊坡與袋狀結構體之間所積存的水分造成邊坡崩塌的危險;前述分隔結構可安裝各式的固定樁,以防止袋狀結構體滑動脫離;本發明可於邊坡施工完成後將前述分隔結構切割一開口,以植栽植物或讓雜草自由生長,以提升邊坡的美觀與降低土壤的流失;本發明之袋狀結構體與填充物結構體披覆於邊坡時,即可形成一保護層,以阻擋雨水、河水或海水的侵蝕,避免邊坡結構被掏空或產生空洞。The embankment side slope anti-corrosion structure of the present invention can directly discharge a large amount of water in the side slope through the partition structure when the side slope is not provided with a drainage pipe, and prevent the water accumulated between the side slope and the bag structure from causing the side Risk of slope collapse; the aforementioned separation structure can be equipped with various fixed piles to prevent the bag-like structure from sliding off; the present invention can cut the aforementioned separation structure into an opening after the slope construction is completed to plant plants or let weeds Free growth to enhance the beauty of the side slope and reduce soil loss; when the bag-like structure and the filling structure of the present invention are covered on the side slope, a protective layer can be formed to block the erosion of rain, river or sea water , To avoid hollowing out or creating holes in the slope structure.
為進一步了解本發明,該最佳之實施方式,請參閱圖1~6,逐一解說,本發明之防蝕結構體係由各種纖維,例如PE(聚乙烯,Polyethylene)、PP(聚丙烯,polypropylene)、PET(聚乙烯對苯二甲酸酯,Polyethylene terephthalate)等材質以袋狀交互編織而成,其中以PET材質編織而成的防蝕結構體,具有較好的韌性。至於本發明,至少包含:袋狀結構體1。前述袋狀結構體1的外觀僅是一種示意圖,並非限定於該種外觀,不能作為限制本發明的技術特徵之解釋範疇。In order to further understand the present invention, please refer to Figures 1 to 6 for the best embodiment. The anti-corrosion structure system of the present invention consists of various fibers, such as PE (polyethylene), PP (polypropylene), PET (Polyethylene terephthalate, Polyethylene terephthalate) and other materials are woven alternately in a bag shape. Among them, the anti-corrosion structure woven from PET has good toughness. As for the present invention, at least: the bag-shaped structure 1 is included. The appearance of the aforementioned bag-like structure 1 is only a schematic diagram, and is not limited to this type of appearance, and cannot be used as an interpretation category that limits the technical features of the present invention.
如圖1~4所示,前述袋狀結構體1係以各種纖維,藉由編織機械以經、緯線交互編織而成之袋狀結構。前述袋狀結構體1可被編織成無限長度,但寬度則受限於編織機械所可輸出之最大寬度(本實施例的寬度為3.6公尺,長度為300公尺)。前述袋狀結構體1設置有網形袋囊10,該網形袋囊10係彼此互相交叉連通,前述網形袋囊10係由第一編織層10a與第二編織層10b互相編織而成,前述網形袋囊10係佔據前述袋狀結構體1的大部分面積(由圖1觀察)。當然,根據不同的編織技術,前述網形袋囊10可為十字交叉形狀、X交叉形狀或其他各種形式之交叉形狀,只要是可讓網形袋囊10的內部連通,並方便混凝土等填充物進行填充的結構,均無不可。此外,前述袋狀結構體1之網形袋囊10亦可依據需求編織成僅部分互相連通之結構,或複數個互相不連通之網形袋囊10,只要是各種可方便混凝土等填充物進行填充的結構,均無不可。As shown in Figures 1 to 4, the aforementioned bag-like structure 1 is a bag-like structure formed by alternately weaving warp and weft yarns with various fibers by a knitting machine. The aforementioned bag-like structure 1 can be woven into an infinite length, but the width is limited by the maximum width that the knitting machine can output (the width in this embodiment is 3.6 meters and the length is 300 meters). The aforementioned bag-like structure 1 is provided with a mesh-shaped bag 10 which is cross-connected with each other. The aforementioned mesh-shaped bag 10 is formed by weaving a first woven layer 10a and a second woven layer 10b. The aforementioned mesh pouch 10 occupies most of the area of the aforementioned pouch structure 1 (observed from FIG. 1). Of course, according to different weaving techniques, the aforementioned mesh pouch 10 can have a crisscross shape, an X cross shape, or various other cross shapes, as long as it allows the interior of the mesh pouch 10 to communicate and facilitate filling such as concrete. No filling structure is necessary. In addition, the mesh pouches 10 of the aforementioned pouch structure 1 can also be woven into a structure that is only partially connected to each other, or a plurality of mesh pouches 10 that are not connected to each other, as long as they are of various types that can facilitate filling such as concrete. The filling structure is all necessary.
如圖1~4所示,前述網形袋囊10之縫隙位置及外圍係設置複數分隔結構11,以利用分隔結構11將網形袋囊10彼此分隔成網狀。位於袋狀結構體1之外圍的分隔結構11可互相連結,並形成環形結構或U形結構,以強化袋狀結構體1的強度、耐用性及可塑性。前述分隔結構11係為單一編織層11a,且該分隔結構11的單一編織層11a的編織密度係大於前述網形袋囊10之第一編織層10a的編織密度或第二編織層10a的編織密度,且該分隔結構11之單一編織層11a得為由前述網形袋囊10之第一編織層10a與第二編織層10a編織成一體之結構,或得在分隔結構11之單一編織層11a增加纖維以提升分隔結構11之編織密度,如此即可強化分隔結構11的張力、強度、耐用性及柔韌性,讓填充混凝土等填充物之施工過程更為順暢安全,並防止袋狀結構體1的網形袋囊10的結構被混凝土等填充物破壞。As shown in FIGS. 1 to 4, a plurality of partition structures 11 are provided at the gap position and the periphery of the aforementioned mesh-shaped pouch 10, so that the mesh-shaped pouches 10 are separated from each other into a mesh shape by the partition structure 11. The partition structures 11 located on the periphery of the bag-shaped structure 1 can be connected to each other to form a ring structure or a U-shaped structure to enhance the strength, durability and plasticity of the bag-shaped structure 1. The aforementioned partition structure 11 is a single woven layer 11a, and the woven density of the single woven layer 11a of the partition structure 11 is greater than the woven density of the first woven layer 10a or the woven density of the second woven layer 10a of the aforementioned mesh pouch 10 , And the single woven layer 11a of the partition structure 11 can be a structure woven into a single woven layer 10a and the second woven layer 10a of the aforementioned mesh pouch 10, or it can be added to the single woven layer 11a of the partition structure 11 The fiber can increase the weaving density of the partition structure 11, so as to strengthen the tension, strength, durability and flexibility of the partition structure 11, make the construction process of filling concrete and other fillers more smooth and safe, and prevent the bag-like structure 1 from being damaged. The structure of the mesh bag 10 is destroyed by fillers such as concrete.
如圖5所示,透過相鄰袋狀結構體1a、1b的連接,得使本發明之袋狀結構體1被無限延伸,該相鄰袋狀結構體1a、1b可透過U型錨釘2將相鄰袋狀結構體1a、1b外圍之重疊的分隔結構11互相固定在一起,或將相鄰袋狀結構體1a、1b外圍之重疊的分隔結構11互相縫合在一起,均無不可。如此,本發明可於填充混凝土等填充物之前,依照各種邊坡(例如堤岸或山壁)的面積預先鋪設接合好的袋狀結構體1,以提升施工速度及準確度。As shown in Figure 5, through the connection of adjacent bag-like structures 1a, 1b, the bag-like structure 1 of the present invention can be extended indefinitely, and the adjacent bag-like structures 1a, 1b can penetrate the U-shaped anchor 2 It is not necessary to fix the overlapping partition structures 11 on the peripheries of adjacent bag-like structures 1a and 1b together, or to stitch the overlapping partition structures 11 on the peripheries of adjacent bag-like structures 1a and 1b. In this way, the present invention can pre-lay the joined bag-like structure 1 according to the area of various side slopes (such as banks or mountain walls) before filling with fillers such as concrete, so as to improve the construction speed and accuracy.
如圖1、5及6所示,由於分隔結構11不會填充混凝土等填充物,因此各種邊坡內側的水分可經由該分隔結構11直接滲透出來,如此各種邊坡即可在不設置排水管的情況下,將邊坡內的大量水分排出,防止邊坡與袋狀結構體1之間所積存的水分造成邊坡崩塌的危險。又,本發明可藉由前述分隔結構11以安裝各式的固定樁(例如水泥樁等,圖中未示),以防止袋狀結構體1滑動脫離。此外,本發明亦可於邊坡施工完成後將前述分隔結構11切割一開口,以植栽植物或讓雜草自由生長(當然,縱使不切割一開口,雜草也可能會自分隔結構11之編織縫隙生長竄出),以提升邊坡的美觀與降低土壤的流失。As shown in Figures 1, 5 and 6, since the partition structure 11 will not be filled with concrete or other fillers, the moisture inside various slopes can directly penetrate through the partition structure 11, so that various slopes can be installed without drainage pipes. In the case of, a large amount of water in the side slope is discharged to prevent the water accumulated between the side slope and the bag-shaped structure 1 from causing the danger of the side slope collapse. In addition, in the present invention, various fixed piles (such as cement piles, etc., not shown in the figure) can be installed by using the aforementioned partition structure 11 to prevent the bag-shaped structure 1 from sliding off. In addition, the present invention can also cut an opening in the partition structure 11 after the slope construction is completed to plant plants or allow weeds to grow freely (of course, even if an opening is not cut, weeds may also come from the partition structure 11 Weaving gaps grow out) to improve the beauty of the slope and reduce soil loss.
如圖4及6所述,前述袋狀結構體1的網形袋囊10係設置填充孔100,以供填充混凝土等填充物使用,讓混凝土等填充物可在網形袋囊10內部流竄填充,待混凝土等填充物乾涸後,即可形成網狀填充物結構體3。如此,本發明之袋狀結構體1與填充物結構體3披覆於邊坡時,即可形成一保護層,以阻擋雨水、河水、海水或海浪的侵蝕,避免邊坡結構被掏空或產生空洞;且該袋狀結構體1的形狀係對應邊坡表面的形狀,並穩固的附著在邊坡表面上,確保邊坡結構的安全。As shown in Figures 4 and 6, the mesh pouch 10 of the aforementioned pouch structure 1 is provided with filling holes 100 for filling concrete and other fillers, so that the concrete and other fillers can flow and fill inside the mesh pouch 10 After the fillings such as concrete are dried up, the mesh filling structure 3 can be formed. In this way, when the bag-like structure 1 and the filling structure 3 of the present invention are draped on a side slope, a protective layer can be formed to block the erosion of rain, river, sea, or waves, and avoid the side slope structure from being hollowed out or Holes are generated; and the shape of the bag-like structure 1 corresponds to the shape of the slope surface, and is firmly attached to the slope surface to ensure the safety of the slope structure.
本發明之堤岸邊坡防蝕結構體,經發明人實際測試,其可適用於各種坡度之邊坡,其中坡度約小於45°度的邊坡,或坡長小於5公尺的邊坡皆可直接舖設完成,當坡度大於45°時,則可藉由各種輔助樑或錨釘來加強結構穩固性。經GB/T3923.1-2013測試,當袋狀結構體1之經向斷裂強度大於1800,袋狀結構體1之緯向斷裂強度大於1300;及該袋狀結構體1之經向斷裂伸長率小於40,袋狀結構體1之緯向斷裂伸長率小於30的條件下,該袋狀結構體1被填充混凝土時不會被撐破。當袋狀結構體1以PET材質編織一體成型後,經ASTM D4595測試,縱向抗拉強度係大於80 kN/m,橫向抗拉強度係大於≧50 kN/m,伸長率係小於20%,接縫強度係大於≧80 kN/m;經ASTM D4751測試,編織孔徑係小於0.2 mm;經ASTM D5261測試,單位重係大於440 g/m2 ;經ASTM D4491測試,透水率係大於0.2 S-1 。由此可證,本發明確實具有最佳的結構強度、彈性張力與透水性,且可確實的貼附各種形狀的邊坡、保護邊坡並快速排出邊坡水分,以達到降低施工成本、減少施工時間與提升邊坡安全之功效,為本案之組成。The embankment slope corrosion prevention structure of the present invention has been tested by the inventor and can be applied to slopes of various slopes, including slopes with a slope of less than 45°, or slopes with a slope length of less than 5 meters. After the laying is completed, when the slope is greater than 45°, various auxiliary beams or anchors can be used to strengthen the structural stability. Tested by GB/T3923.1-2013, when the longitudinal breaking strength of the bag-like structure 1 is greater than 1800, the latitudinal breaking strength of the bag-like structure 1 is greater than 1300; and the longitudinal breaking elongation of the bag-like structure 1 If it is less than 40 and the latitudinal breaking elongation of the bag-like structure 1 is less than 30, the bag-like structure 1 will not be broken when it is filled with concrete. When the bag-like structure 1 is woven and integrally formed with PET material and tested by ASTM D4595, the longitudinal tensile strength is greater than 80 kN/m, the transverse tensile strength is greater than ≧50 kN/m, and the elongation is less than 20%. Seam strength is greater than ≧80 kN/m; tested by ASTM D4751, the woven aperture is less than 0.2 mm; tested by ASTM D5261, the unit weight is greater than 440 g/m 2 ; tested by ASTM D4491, the water permeability is greater than 0.2 S -1 . It can be proved that the present invention does have the best structural strength, elastic tension and water permeability, and can reliably attach various shapes of slopes, protect the slopes, and quickly discharge the slope moisture, so as to reduce construction costs and reduce The construction time and the effect of improving slope safety are the components of this project.
前述之實施例或圖式並非限定本發明之產品態樣、結構或使用方式,任何所屬技術領域中具有通常知識者之適當變化或修飾,皆應視為不脫離本發明之專利範疇。The foregoing embodiments or drawings do not limit the product aspect, structure, or usage mode of the present invention. Any appropriate changes or modifications made by those skilled in the art should be regarded as not departing from the patent scope of the present invention.
1:袋狀結構體 1a、1b:袋狀結構體 10:網形袋囊 10a:第一編織層 10b:第二編織層 100:填充孔 11:分隔結構 11a:單一編織層 2:U型錨釘 3:填充物結構體 1: Bag structure 1a, 1b: bag-like structure 10: Mesh pouch 10a: The first braid 10b: second braid 100: Fill hole 11: Partition structure 11a: Single braid 2: U-shaped anchor 3: Filling structure
圖1是本發明之袋狀結構體的示意圖。 圖2是圖1之A-A剖視圖。 圖3是圖2之C區之部分放大圖。 圖4是本發明之填充混凝土之網形袋囊之剖視圖。 圖5是本發明之相鄰袋狀結構體互相縫合之示意圖。 圖6是本發明應用於邊坡之示意圖。Figure 1 is a schematic diagram of the bag-like structure of the present invention. Figure 2 is a cross-sectional view of Figure 1 A-A. Figure 3 is a partial enlarged view of area C in Figure 2. Figure 4 is a cross-sectional view of the concrete filled mesh bag of the present invention. Figure 5 is a schematic diagram of the suture of adjacent bag-like structures of the present invention. Figure 6 is a schematic diagram of the present invention applied to a slope.
1:袋狀結構體 1: Bag structure
10:網形袋囊 10: Mesh pouch
100:填充孔 100: Fill hole
11:分隔結構 11: Partition structure

Claims (10)

  1. 一種堤岸邊坡防蝕結構體,至少包含:由纖維編織而成之具有可塑性與透水性的袋狀結構體;前述袋狀結構體係設置網形袋囊,並於網形袋囊設置填充孔,使網形袋囊內可填充填充物,前述網形袋囊係由第一編織層與第二編織層互相編織而成;前述網形袋囊之縫隙位置及外圍係設置複數分隔結構,以利用分隔結構將網形袋囊彼此分隔成網狀,前述分隔結構係為單一編織層,且該分隔結構的單一編織層的編織密度係大於前述網形袋囊之第一編織層的編織密度或第二編織層的編織密度。An anti-corrosion structure for a bank slope, at least comprising: a plastic and water-permeable bag-like structure woven by fibers; the aforementioned bag-like structure system is provided with a net-shaped bag, and the net-shaped bag is provided with filling holes to make The net-shaped bag can be filled with fillers. The aforementioned net-shaped bag is knitted by the first woven layer and the second woven layer; the gap position and the periphery of the aforementioned net-shaped bag are provided with a plurality of partition structures to utilize the separation The structure separates the mesh pouches from each other into a net shape. The aforementioned separation structure is a single woven layer, and the weaving density of the single woven layer of the separation structure is greater than the weaving density of the first or second woven layer of the aforementioned mesh pouch The braid density of the braid.
  2. 根據請求項1所述之堤岸邊坡防蝕結構體,其中前述袋狀結構體之網形袋囊係彼此互相交叉連通。The embankment side slope corrosion prevention structure according to claim 1, wherein the mesh-shaped pockets of the bag-shaped structure are interconnected with each other.
  3. 根據請求項1所述之堤岸邊坡防蝕結構體,其中前述袋狀結構體之網形袋囊僅部分互相連通。The embankment side slope erosion prevention structure according to claim 1, wherein the mesh pockets of the aforementioned bag-like structure are only partially connected to each other.
  4. 根據請求項1所述之堤岸邊坡防蝕結構體,其中前述袋狀結構體之網形袋囊係為複數個互相不連通之網形袋囊。The embankment side slope corrosion prevention structure according to claim 1, wherein the mesh pockets of the bag-like structure are a plurality of mesh pockets that are not connected to each other.
  5. 根據請求項1至4項任一項所述之堤岸邊坡防蝕結構體,其中前述袋狀結構體係由PET材質製成之纖維編織而成,如此即可使袋狀結構體具有最佳的結構強度、彈性張力與透水性。According to any one of Claims 1 to 4, the bank slope erosion prevention structure, wherein the bag-like structure system is woven from fibers made of PET material, so that the bag-like structure has an optimal structure Strength, elastic tension and water permeability.
  6. 根據請求項1至4項任一項所述之堤岸邊坡防蝕結構體,其中位於袋狀結構體之外圍的分隔結構係互相連結,並形成環形結構或U形結構,以強化袋狀結構體1的強度、耐用性及柔韌性。According to any one of claims 1 to 4, the bank slope corrosion prevention structure, wherein the partition structures located on the periphery of the bag-shaped structure are connected to each other and form a ring structure or a U-shaped structure to strengthen the bag-shaped structure 1. Strength, durability and flexibility.
  7. 根據請求項1至4項任一項所述之堤岸邊坡防蝕結構體,其中前述分隔結構之單一編織層係為由前述網形袋囊之第一編織層與第二編織層編織成一體之結構。According to any one of claims 1 to 4, the bank slope corrosion protection structure, wherein the single woven layer of the partition structure is woven into one body by the first woven layer and the second woven layer of the aforementioned mesh bag structure.
  8. 根據請求項1至4項任一項所述之堤岸邊坡防蝕結構體,其中前述分隔結構之單一編織層係增加編織纖維以提升分隔結構之編織密度。According to any one of claims 1 to 4, the bank side slope erosion prevention structure, wherein the single woven layer of the aforementioned partition structure is increased by woven fibers to increase the weaving density of the partition structure.
  9. 根據請求項1至4項任一項所述之堤岸邊坡防蝕結構體,其中前述袋狀結構體係預先鋪設在邊坡上,再於袋狀結構體之網形袋囊內填充混凝土,以形成網狀混凝土結構體,如此該包含網狀混凝土結構體之袋狀結構體的形狀係對應邊坡表面的形狀,並穩固的附著在邊坡表面上,確保邊坡結構的安全。According to any one of claims 1 to 4, the bank slope corrosion prevention structure, wherein the bag-like structure system is pre-laid on the side slope, and then the mesh bag of the bag-like structure is filled with concrete to form The net-shaped concrete structure, so that the shape of the bag-shaped structure containing the net-shaped concrete structure corresponds to the shape of the slope surface, and is firmly attached to the slope surface to ensure the safety of the slope structure.
  10. 根據請求項9所述之堤岸邊坡防蝕結構體,其中前述分隔結構係設置固定樁,以防止袋狀結構體滑動脫離。According to claim 9, the bank slope corrosion prevention structure, wherein the partition structure is provided with fixed piles to prevent the bag-shaped structure from sliding off.
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