TWI674343B - Embankment slope anti-erosion structure - Google Patents

Embankment slope anti-erosion structure Download PDF

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TWI674343B
TWI674343B TW108100292A TW108100292A TWI674343B TW I674343 B TWI674343 B TW I674343B TW 108100292 A TW108100292 A TW 108100292A TW 108100292 A TW108100292 A TW 108100292A TW I674343 B TWI674343 B TW I674343B
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bag
mesh
slope
woven
partition
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TW202026491A (en
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洪天時
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洪天時
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Abstract

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。如此,當前述網形袋囊填充混凝土等填充物後,即可形成網狀混凝土結構體,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。An anti-corrosion structure for a bank slope includes at least a bag-like structure with plasticity and water permeability woven from fibers; the bag-like structure system is provided with a mesh bag, and a filling hole is provided in the mesh bag to make the net The pouch can be filled with fillings. The aforementioned mesh pouch is woven from the first knitted layer and the second knitted layer to each other; the slit position and the periphery of the aforementioned pouch are provided with a plurality of partition structures to utilize the partition structure. The mesh pouches are separated from each other into a mesh shape. In this way, when the mesh bag is filled with fillers such as concrete, a mesh concrete structure can be formed. The shape of the bag structure including the mesh concrete structure corresponds to the shape of the slope surface, and it is firmly attached. On the slope surface, ensure the safety of the slope structure.

Description

堤岸邊坡防蝕結構體Anti-corrosion structure body of bank 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 body of a bank slope, in particular to an anti-corrosion structure body with high structural strength, plasticity and water permeability, which 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。Generally common slope structures (such as embankments or mountain walls), in order to prevent erosion by rainwater, river water or seawater, the slope must be excavated with heavy machinery, and a cement protective wall is set on the slope. However, the construction of the cement protective wall is very slow, the construction cost is high, and it requires a lot of manpower, and the construction must be evaluated before the construction. Therefore, the maintenance speed and efficiency of the bank slope are reduced. Natural disasters (such as typhoons, light rain or earthquakes) can cause very serious disaster losses or traffic disruptions.

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 has studied the disadvantages of the aforementioned bank slope protection engineering, 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 object of the present invention is to provide a mesh-like slope protection structure with plasticity and water permeability, which can be laid on the slope in advance, and then filled with fillers such as concrete to form a mesh-like protection structure. The shape corresponds to the shape of the slope surface, and is firmly attached to the slope surface, ensuring the safety of the slope structure, and achieving 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 object, the bank slope anticorrosion structure of the present invention includes at least one bag-like structure with plasticity and water permeability woven from fibers; the bag-like structure system is provided with a net-shaped pouch, and The pouch is provided with a filling hole, so that the net-shaped pouch can be filled with filler. The aforementioned net-shaped pouch is formed by weaving the first knitted layer and the second knitted layer with each other; A plurality of partition structures to separate the mesh bags from each other into a mesh shape by using the partition structure, the partition structure is a single knit layer, and the single knit layer of the partition structure has a higher knitting density than the first knit of the mesh bag The knitting density of the layer or the knitting density of the second knitting layer.

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。The bank slope anti-corrosion structure of the present invention, wherein the net-shaped pouches of the aforementioned bag-shaped structure may be a structure that crosses and communicates with each other; or a structure that is partially interconnected; or a plurality of mesh-shaped bags 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 anti-corrosion structure of the bank slope of the present invention, the single woven layer of the aforementioned partition structure may be a structure woven by integrating the first woven layer and the second woven layer of the aforementioned mesh bag; and the single woven layer of the aforementioned 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 anti-corrosion structure of the bank slope of the present invention can directly discharge a large amount of water in the slope through the partition structure without the drainage pipe provided on the slope, preventing the moisture accumulated between the slope and the bag-shaped structure from causing the side Danger of collapse of the slope; the above-mentioned partition structure can be installed with various fixed piles to prevent the bag-like structure from sliding away; the present invention can cut the above-mentioned partition structure into an opening after the slope construction is completed to plant plants or let weeds Free growth to improve the beauty of the slope and reduce soil loss; when the bag-like structure and the filling structure of the present invention are covered on the slope, a protective layer can be formed to block the erosion of rainwater, river water or seawater To avoid slope structures being hollowed out or cavitation.

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, the best embodiment, please refer to FIGS. 1 to 6, and explain one by one. The anticorrosive structure system of the present invention is composed of various fibers, such as PE (Polyethylene), PP (polypropylene), PET (Polyethylene terephthalate) and other materials are woven in a bag shape. Among them, the anti-corrosion structure woven with PET material has good toughness. The present invention includes at least the bag-like structure 1. The appearance of the aforementioned bag-like structure 1 is only a schematic diagram, and is not limited to this appearance, and cannot be used as an explanatory scope 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 FIGS. 1-4, the aforementioned bag-like structure 1 is a bag-like structure that is woven with various fibers and alternately woven with warp and weft using a weaving machine. The aforementioned bag-shaped structure 1 can be woven into an infinite length, but the width is limited by the maximum width that can be output by the knitting machine (the width of this embodiment is 3.6 meters and the length is 300 meters). The aforementioned bag-like structure 1 is provided with a mesh bag 10 which is in cross communication with each other. The aforementioned mesh bag 10 is formed by weaving a first knitted layer 10a and a second knitted layer 10b with each other. The net-shaped pouch 10 occupies most of the area of the bag-shaped structure 1 (as viewed from FIG. 1). Of course, according to different weaving techniques, the aforementioned mesh bag 10 can be a cross shape, an X-cross shape, or other various cross shapes, as long as it can communicate with the interior of the mesh bag 10 and facilitate fillings such as concrete No structure is necessary for filling. In addition, the mesh bag 10 of the aforementioned bag-like structure 1 can also be woven into a structure that is only partially connected to each other, or a plurality of mesh bags 10 that are not connected to each other, as long as it is a variety of fillers that are convenient for concrete and other fillings. The structure of the filling is indispensable.

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 slit position and periphery of the aforementioned mesh bag 10, so that the mesh bags 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-like structure 1 can be connected to each other and form a ring structure or a U-shaped structure to strengthen the strength, durability and plasticity of the bag-like structure 1. The aforementioned partition structure 11 is a single knitted layer 11a, and the knitted density of the single knitted layer 11a of the partitioned structure 11 is greater than the knitted density of the first knitted layer 10a or the second knitted layer 10a of the aforementioned mesh bag 10 Moreover, the single woven layer 11a of the partition structure 11 may be a structure in which the first woven layer 10a and the second woven layer 10a of the mesh bag 10 are woven into one body, or may be added to the single woven layer 11a of the partition structure 11. The fibers increase the weaving density of the partition structure 11 so that the tension, strength, durability and flexibility of the partition structure 11 can be strengthened, so that the construction process of filling the filler such as concrete is smoother and safer, and the bag-like structure 1 is prevented. The structure of the mesh bag 10 is damaged by a filler 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 FIG. 5, through the connection of adjacent bag-shaped structures 1 a and 1 b, the bag-shaped structure 1 of the present invention can be infinitely extended. The adjacent bag-shaped structures 1 a and 1 b can pass through the U-shaped anchor 2 It is indispensable to fix the overlapping partition structures 11 on the periphery of adjacent bag-shaped structures 1a, 1b to each other, or to sew the overlapping partition structures 11 on the periphery of adjacent bag-shaped structures 1a, 1b to each other. In this way, the present invention can pre-laminate the bag-like structure 1 according to the area of various slopes (such as banks or mountain walls) before filling with fillers such as concrete 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, because the partition structure 11 is not filled with fillers such as concrete, the moisture inside the various slopes can directly seep out through the partition structure 11, so that various slopes can be provided without drainage pipes. In the case of a large amount of water, the large amount of water in the slope is discharged to prevent the risk of the slope collapse caused by the moisture accumulated between the slope and the bag-like structure 1. In addition, in the present invention, various types of fixed piles (such as cement piles, etc., not shown) can be installed through the partition structure 11 to prevent the bag-like structure 1 from sliding away. In addition, the present invention can also cut an opening of the aforementioned 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 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 FIGS. 4 and 6, the mesh bag 10 of the bag-shaped structure 1 is provided with a filling hole 100 for filling the filler such as concrete, so that the filler such as concrete can flow and fill inside the mesh bag 10. After the fillings such as concrete have dried up, a net-shaped 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 covered on the slope, a protective layer can be formed to block the erosion of rainwater, river water, sea water or ocean waves, and prevent the slope structure from being hollowed out or A cavity is 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/m 2;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 anti-corrosion structure of the bank slope of the present invention is practically tested by the inventor and can be applied to slopes of various slopes. Among them, slopes with a slope of less than 45 ° or slopes with a slope length of less than 5 meters can be directly used. When laying is completed, when the slope is greater than 45 °, the structural stability can be enhanced by various auxiliary beams or anchors. Tested by GB / T3923.1-2013, when the bag-like structure 1 has a meridional fracture strength greater than 1800, the bag-like structure 1 has a zonal fracture strength greater than 1300; and the bag-like structure 1 has a meridional fracture elongation. If it is less than 40 and the elongation at break in the zonal direction 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 made of PET and weaved into one body, 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%. based seam strength greater than ≧ 80 kN / m; tested by ASTM D4751, is less than the knitting system aperture 0.2 mm; tested by ASTM D5261, unit weight based greater than 440 g / m 2; tested by ASTM D4491, the water permeability of greater than 0.2 S -1-based . It can be proved that the present invention does have the best structural strength, elastic tension, and water permeability, and can reliably attach slopes of various shapes, protect the slopes, and quickly drain the slope water to reduce construction costs and reduce The construction time and the effect of improving slope safety are the components of this case.

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 form, structure, or usage of the present invention, and any appropriate changes or modifications by those with ordinary knowledge in the technical field should be deemed to not depart from the patent scope of the present invention.

1‧‧‧袋狀結構體1‧‧‧ bag-like structure

1a、1b‧‧‧袋狀結構體1a, 1b ‧‧‧ bag-shaped structure

10‧‧‧網形袋囊10‧‧‧ Mesh Bag

10a‧‧‧第一編織層10a‧‧‧First woven layer

10b‧‧‧第二編織層10b‧‧‧Second woven layer

100‧‧‧填充孔100‧‧‧ Fill hole

11‧‧‧分隔結構11‧‧‧ partition structure

11a‧‧‧單一編織層11a‧‧‧Single woven layer

2‧‧‧U型錨釘2‧‧‧U-shaped anchor

3‧‧‧填充物結構體3‧‧‧ filler 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。FIG. 1 is a schematic diagram of a bag-like structure of the present invention. Fig. 2 is a sectional view taken along the line A-A in Fig. 1. FIG. 3 is an enlarged view of a part of the area C in FIG. 2. Fig. 4 is a sectional view of a concrete-filled mesh bag according to the present invention. FIG. 5 is a schematic diagram of stitching of adjacent bag-like structures to each other according to the present invention. FIG. 6 is a schematic diagram of the application of the present invention to a slope.

Claims (10)

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,並於前述網形袋囊設置填充孔,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,以利用前述分隔結構將前述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;位於前述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。 An anti-corrosion structure for a bank slope includes at least: a bag-like structure with plasticity and water permeability woven from fibers; a net-shaped bag is provided in the bag-shaped structure system; and a filling hole is provided in the net-shaped bag. The mesh bag is formed by weaving the first knitted layer and the second knitted layer with each other; the slit position and the periphery of the mesh bag are provided with a plurality of partition structures to separate the mesh bags from each other by using the partition structure. In a net shape, the partition structure is a single woven layer, and the woven density of the single woven layer of the partition structure is greater than the woven density of the first woven layer or the second woven layer of the mesh bag; The partition structure on the periphery of the bag-shaped structure is connected to each other and forms a ring structure or a U-shaped structure. 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 bank slope anticorrosion structure according to claim 1, wherein the mesh-shaped pouches of the aforementioned bag-shaped structure cross each other. 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 bank slope anticorrosion structure according to claim 1, wherein the mesh-shaped pouches of the bag-shaped structure are only partially connected to each other. 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 bank slope anti-corrosion structure according to claim 1, wherein the mesh bag of the bag-shaped structure is a plurality of mesh bags which are not connected to each other. 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,如此即可使前述袋狀結構體具有最佳的結構強度、彈性張力與透水性。 The bank slope anticorrosive structure according to any one of claims 1 to 4, wherein the bag-like structure system is woven from fibers made of PET material, so that the bag-like structure can have the best Structural strength, elastic tension and water permeability. 根據請求項1項所述之堤岸邊坡防蝕結構體,其中可藉由前述網形袋囊所設置的填充孔,讓前述網形袋囊內部可被填充填充物。 According to the anti-corrosion structure of the bank slope according to item 1, the filling hole provided in the mesh bag can be used to fill the inside of the mesh bag. 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。 The anti-corrosion structure of a bank slope according to any one of claims 1 to 4, wherein the single woven layer of the partition structure is a woven body composed of the first woven layer and the second woven layer of the mesh bag. structure. 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。 The anti-corrosion structure of a bank slope according to any one of claims 1 to 4, wherein the single woven layer of the aforementioned partition structure is added with woven fibers to increase the woven density of the partition structure. 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,再於前述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,如此該包含前述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。 The bank slope anticorrosive structure according to any one of claims 1 to 4, wherein the bag-like structure system is laid on the slope in advance, and then the mesh bag of the bag-like structure is filled with concrete, so that A net-like concrete structure is formed, and the shape of the bag-like structure including the aforementioned net-like 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. 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。 The bank slope anticorrosive structure according to claim 9, wherein the partition structure is provided with a fixed pile to prevent the bag-like structure from sliding away.
TW108100292A 2019-01-04 2019-01-04 Embankment slope anti-erosion structure TWI674343B (en)

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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN202849995U (en) * 2012-09-11 2013-04-03 无锡申湖织造有限公司 Filter point type mold bag
CN206635722U (en) * 2017-03-24 2017-11-14 重庆路威土木工程设计有限公司 Side slope geotechnical fabric bag slope protection device
CN207314365U (en) * 2017-10-18 2018-05-04 武汉市园林建筑规划设计院 A kind of antiscour Ecological Slope

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN202849995U (en) * 2012-09-11 2013-04-03 无锡申湖织造有限公司 Filter point type mold bag
CN206635722U (en) * 2017-03-24 2017-11-14 重庆路威土木工程设计有限公司 Side slope geotechnical fabric bag slope protection device
CN207314365U (en) * 2017-10-18 2018-05-04 武汉市园林建筑规划设计院 A kind of antiscour Ecological Slope

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