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TW201209247A - Geotextile tube with radial reinforcement - Google Patents

Geotextile tube with radial reinforcement Download PDF

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Publication number
TW201209247A
TW201209247A TW099128220A TW99128220A TW201209247A TW 201209247 A TW201209247 A TW 201209247A TW 099128220 A TW099128220 A TW 099128220A TW 99128220 A TW99128220 A TW 99128220A TW 201209247 A TW201209247 A TW 201209247A
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TW
Taiwan
Prior art keywords
sand
bag
woven
radial
woven cloth
Prior art date
Application number
TW099128220A
Other languages
Chinese (zh)
Other versions
TWI437154B (en
Inventor
Jin-Feng Wang
Original Assignee
Gold Joint Ind Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Gold Joint Ind Co Ltd filed Critical Gold Joint Ind Co Ltd
Priority to TW099128220A priority Critical patent/TW201209247A/en
Priority to US13/211,377 priority patent/US20120051673A1/en
Priority to DK11178234.8T priority patent/DK2423387T3/en
Priority to MYPI2011003922A priority patent/MY159070A/en
Priority to ES11178234T priority patent/ES2412107T3/en
Priority to EP11178234.8A priority patent/EP2423387B1/en
Priority to KR2020110007619U priority patent/KR200469193Y1/en
Priority to MX2011008881A priority patent/MX2011008881A/en
Priority to AU2011213843A priority patent/AU2011213843B2/en
Publication of TW201209247A publication Critical patent/TW201209247A/en
Application granted granted Critical
Publication of TWI437154B publication Critical patent/TWI437154B/zh

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/122Flexible prefabricated covering elements, e.g. mats, strips
    • E02B3/127Flexible prefabricated covering elements, e.g. mats, strips bags filled at the side
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/14Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing of slopes or inclines

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Revetment (AREA)
  • Woven Fabrics (AREA)

Abstract

The present invention relates to a geotextile tube with radial reinforcement, which is an integrated tubular structure woven with synthetics fiber and contains an upper woven cloth and a lower woven cloth that are woven together in an opposite manner. Two long sides of upper woven cloth are respectively combined with those of lower woven cloth by a weaving manner for respectively forming a radial reinforced rim, so that a receiving space is formed between the upper woven cloth and the lower woven cloth. The present invention provides a radial reinforced rim at each of force-bearing sections on two sides of the geotextile tube so as to effectively increase the structural strength of the face-bearing sections on the two sides of the geotextile tube and the combination strength between the upper woven cloth and the lower woven cloth. Additionally, adjacent geotextile tubes can be interconnected with the radial reinforced rims so that the combination strength and stability of entire structure can be promoted.

Description

201209247 六、發明說明: 【發明所屬之技術領域】 本發月係一種應用於河海工程及環 管袋,尤指—插剎田& , 兄工私的地工砂腸 種利用、方織技術一體成型 腸管袋。 ·^具徑向加勁的砂 【先月lj技術】 在珂海工程及環境工程中,例如 岸 '防波堤、、规培、盍& 丨海事工程的護 • β疋海埔新生地的圍堰耸 或環保工程的I紫 荨地工I構物主體 狂的工業万水、農畜業廢水、 泥等廢水處置墓变ύ «業廢水及水庫淤 有地工砂腸營奂的扯槐 y腸&袋,有關於現 ™公告第494928號 /1用方法,可以參閱如 517129號「堤防之 良」及谓公告第 乃次」寺專利案所示。 統的砂腸管袋係先利用機器織出 織布,再於兩織布^ w ^ +面狀的長矩形 以槿成具心 肖邊車縫方式形成車縫邊,笋 料斗#方+ + 此4傳統的砂腸管袋以幫浦< 科斗專方式在内部裝填 庸次 車縫邊處會因填灌時’其四周的 产門”、幫浦加壓而受力膨脹撐緊,甚至縫線被 牙:貝X。填灌並施工完成之傳統砂 破T::化’變更其原有受力方式,㈣縫邊的2 破^導致泥砂土石的流失且喪失護坡防洪的功能 ’傳統砂腸管袋之車縫線 丹者 縫線與織布本身之紗線,因材質相里 或材質相同但原料、 - 付配方之差異,導致兩者力學行為 ,受力過”造成砂腸管袋破壞或損毀。 201209247 為解決傳統砂腸管袋有關於車縫邊的缺失,相關業 開發出如Tw公告帛494928號專利案所揭示的圓織砂腸 官袋’其係以PP < PE等塑膠細條相互編織而—體成型 的圓織砂腸管|,達到無接縫及無車邊的效果。雖缺公止 第494928號專利案已經揭示出_體成型的圓織 :不過當砂腸管袋的内部裝填泥砂或土石等填料後,砂: 官袋會因為支樓填料而膨脹形成兩側凸出的橢圓狀形能, 使得砂腸管袋的兩側必須承受徑向應力集中的高撕裂:, 如公告第494928號專利案所揭示的圓織型砂腸管袋的兩 側受力段缺乏足夠的加強構造,的圓織型砂腸”容 易從兩側凸出的受力段部位破裂;又,現有的圓織型二 管在周邊缺乏適當的連結構造,導致多個砂 疊時’容易產生移位及變形的問題,i重影響整 的穩定性。 【發明内容】 為解決現有砂腸管袋有關於兩側受力段容易破裂及相 鄰砂腸管袋缺乏連結機制的不足及限制,本發明的主要目 的在於提供一種具徑向加勁的砂腸管袋,其係利用合成纖 維(例如mPA、PE丁等)經織造一體成型I於兩 側文力段形成徑向加強邊的砂腸管袋,利用徑向加強邊的 設置,彳以提高㈣管袋兩側受力&的結構強&,並且相 鄰的砂腸管袋可以利用徑向加強邊相互連結,大幅提升整 體結構物的連結強度及穩定性。 本發明所運用的技術手段係在於提供—種具徑向加勁 201209247 的砂腸管袋,其係以合成纖維,經織造而一體成型的長管 狀結構體,並包括:呈上、下對應一上織布及一下織布, 該上、下織布的兩側長邊係一體織合連結而分別形成—徑 向加強邊,該上、下織布的兩端短邊係連結閉合,藉以於 έ玄上、.下織布之間形成一裝填空間’並在該上織布結合設 有一個以上的填灌口。 前述的砂腸管袋,其中該上、下織布的兩端短邊係一 體織合連結而分別形成一轴向加強邊。 則述的砂腸管袋,其中該上、下織布的兩端短邊係以 車縫方式連結閉合。 前述的砂腸管袋,其中該徑向加強邊的邊緣係車縫設 置一拉鍊。 月_J述的砂腸管袋’其中該徑向加強邊係間隔設置多數 個穿孔。 月1J述的砂腸管袋’其中該徑向加強邊係車縫結合一連 接片,於該連接片間隔設置多數個穿孔。 本發月所提供具徑向加勁的砂腸管袋,可以獲得的優 點及功效增進包括: 1 ·本發明係利用紡織技術一體成型的砂腸管袋,並且 ,'程應用特性而於砂腸管袋的兩側的受力段一體連結 成「適田寬度的徑向加強邊,利用一體成型構造及徑向 力:邊的a又置’能夠加強砂腸管袋兩側受力段的結構強度 ,提升砂腸管袋的心性及可靠性。 ^ 發月於^腸管袋的兩側一體連結設有徑向加強邊 ,虽結構物主體是由兩個以上的砂腸管袋所堆疊組成時, 201209247 相鄰的砂腸管袋的徑向加強邊可藉由縫合、熱炫、膠合、 拉鍊或打孔穿繩等方式結合’藉以整體結構物的連結強度 及穩定性。 【實施方式】 為能詳細瞭解本發明的技術特徵及實用功效,並可依 照說明書的内容來實施,玆進一步以如圖式所示的較佳實 施例’詳細說明如后: 本發明所提供一體成型且具徑向加勁的砂腸管袋的第 一較佳實施例係如圖1及圖4所示,該妙腸管袋1 〇係利 用聚乙稀(Polyethylene,PE)、聚丙稀(polypr〇py丨ene pp, 、聚醯胺(尼龍,P〇lyamjde,PA)或聚對苯二曱酸乙酯 ㈣yethylenephthalate,PET)等合成㈣,經梭織或針; 等織造方式一體成型的長管狀結構體,其包括呈上 '下對 應且為長矩形狀的一上織布11及一下織布該上、下 織布1 1、12的兩側長邊係經梭織或針織而分別形成一體 連結形態的徑向加強邊】3,並可以同時將該上、下織布 2 12的兩端短邊同樣經梭織或針織而形成—體連結㈣ 的軸向加強邊!4’同時於該上 '下織布n ', : 一可以供泥砂或土石等填料裝填的裝填空間; y 前述的砂腸管袋10的徑向加強邊13 14的宮洚久袖向加強邊 W 依據需要而調整設定,藉以因應不同連& Γ的需^並且可以依據加工機具或工程施工 位於上方的上織彳11的適當位置,以縫合等方弋 設有―個w u 寻方式結合 乂上的填灌口 16,該等填灌口 16的口徑、長度 201209247 及设置的位置,主要是依據砂腸管袋彳〇的長度及填灌施 工行為而定’本發明不作特定的限制。 如圖2所不的第二較佳實施例,其與前述第一較佳實 施例的主要差別在於:該砂腸管袋彳〇a的兩端短邊係設為 開放狀的#向布邊’彳以依據施工的f要裁剪出適當長度 的石y腸s衣10a之後,再以縫線彳7車縫、熱熔或膠合等 方式’將該砂腸管彡1〇a的兩端予以封閉,有效地達到能 夠彈性調整所需長度的效能。 本發明的砂腸管袋1 0、1 0a係利 如圖1及圖2所示 用紡織技術一體成型,並且針對工程應用特性而於砂腸管 袋1〇、1〇a兩側的受力段梭織或編織形成一體連結的徑向 =強邊13,利用-體成型構造及徑向加強邊13的設置, 能夠大幅提高砂腸管袋10、1〇a兩側受力段的結構強度, 有效提升砂腸管袋的耐用性及可靠性。 請參閱圖3及圖4所示,當將砂腸管袋1〇應用於河 川海事工程的護岸、防波堤、潛堤或海墙新生地的圍堪等 地:結構物時,該等結構物的主體經常是由兩個以上的砂 腸官袋1〇堆疊組成,由於本發明的砂腸管袋1〇於兩側的 =力,一體連結設有徑向加強邊13,相鄰的砂腸管袋1〇 二错由縫合、熱熔、膠合、拉鍊或打孔穿鐵等方式以 :最Γ件20將相對應的徑向加強邊13予以連結,穩固地 =構成整個結構物,A幅提升整體結構物 及穩定性。 如圖4所 鄰的砂腸管袋 右係連結件為縫線20a的實施形態,其中相 1〇的兩相對應的徑向加強邊13,利用車縫— 7 201209247 方式,以縫線20a將兩徑向加強邊13予以連結固定,並 且本發明可以依具施工設計或需求,預先在工廠内進行將 一層以上的砂腸管袋1 〇預先堆疊結合,相當地便利實用 如圖5所示係連結件為黏膠2 0 b的實施形態,其中相 鄰的砂腸管袋1 0的兩相對應的徑向加強邊1 3,利用膠合 方式’以黏膠2 0 b將兩控向加強邊1 3予以連結固定。201209247 VI. Description of the invention: [Technical field to which the invention belongs] This month is a kind of application to the river and sea engineering and the ring bag, especially the insertion of the sand field & The technology integrates the intestine tube bag. ·^ Radial stiffening sand [first month lj technology] In the Bohai project and environmental engineering, such as the shore 'breakwater, the regulation, the 盍 & 丨 maritime engineering protection • β疋海埔新地地的堰Or the environmental protection project I 荨 荨 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Bags, for the use of the current TM Bulletin No. 494928/1, can be found in the 517129 "Good for the Embankment" and the Announcement of the No. The sand intestine tube bag is first woven with a weaving cloth, and then the two long woven fabrics are formed into a long rectangular shape with a heart-shaped side seam to form a sewn edge. The bamboo shoot hopper #方+ + 4The traditional sand intestine tube bag is pumped in the interior of the pumping bucket. It will be stretched and tightened even when it is filled with the door of the door. Line to the tooth: Shell X. Filling and construction of the traditional sand breaking T:: 'Change its original force mode, (4) 2 edge of the seam edge ^ lead to the loss of mud and sand and the loss of slope protection and flood control function 'traditional sand The sewing thread of the intestine bag and the yarn of the weaving fabric itself, due to the same material or material, but the difference between the raw materials and the formula, causes the mechanical behavior of both, and the force of the sand tube is destroyed or Damaged. 201209247 In order to solve the lack of sewing seams in traditional sand sausage bags, the related industry has developed a circular woven sand sausage bag as disclosed in the Tw Announcement No. 494928 patent case, which is woven with plastic strips such as PP <PE. The body-formed round woven sand intestine tube | achieves no seam and no car edge effect. Although the patent case No. 494928 has already revealed the circular knitting of the body: However, when the inside of the sand intestine bag is filled with sand or earth and other fillers, the sand: the official bag will expand due to the filler of the branch to form a convex protrusion on both sides. The elliptical shape allows the sides of the gut bag to withstand high levels of radial stress concentration: the lack of sufficient reinforcement on both sides of the circular woven sand tube bag as disclosed in the publication No. 494928 The circular woven sand sausage of the structure is easily broken from the force-bearing portion protruding from both sides; in addition, the existing circular-woven two-tube lacks a suitable joint structure at the periphery, which causes a plurality of sand stacks to be easily displaced. The problem of deformation, i weight affects the stability of the whole. [Summary of the invention] In order to solve the existing sand sausage tube bag, the main purpose of the invention is that the two sides of the force segment are easily broken and the adjacent sand tube bag lacks the connection mechanism. The invention provides a sand-filled tube bag with radial stiffening, which is formed by using a synthetic fiber (for example, mPA, PE, etc.) to form a radially-increased sand sausage bag on both sides of the text force section. To the reinforcement side, the 彳 提高 提高 提高 四 四 四 四 四 四 四 四 四 四 四 四 四 四 四 四 四 四 四 两侧 两侧 两侧 两侧 两侧 两侧 两侧 两侧 两侧 两侧 两侧 两侧 两侧 两侧 两侧 两侧 两侧 两侧 两侧 两侧 两侧 两侧 两侧 两侧 两侧 两侧The technical means used in the present invention is to provide a sand sausage bag with radial stiffening 201209247, which is a long tubular structure integrally formed by synthetic fibers and woven, and includes: upper and lower corresponding one The upper woven fabric and the lower woven fabric, the long sides of the upper and lower woven fabrics are integrally woven and joined to form a radially reinforcing edge, and the short sides of the upper and lower woven fabrics are connected and closed, thereby being A filling space is formed between the upper and lower weaving fabrics, and more than one filling port is provided on the upper weaving cloth. The aforementioned sand sausage tube bag, wherein both ends of the upper and lower weaving fabrics are short side Forming an axial reinforcing edge, respectively, wherein the sand intestine tube bag, wherein the short sides of the upper and lower woven fabrics are connected and closed in a sewn manner. The aforementioned gut tube bag, wherein the radial direction Strengthen the edge of the edge to set the seam The zipper. The sand intestine tube bag of the month _J wherein the radially reinforcing side is spaced apart from the plurality of perforations. The sand intestine tube bag of the month 1J wherein the radially reinforcing side seam is combined with a connecting piece on the connecting piece A number of perforations are provided at intervals. The benefits and enhancements that can be obtained with the radial stiffening of the gut tube bag in this month include: 1. The present invention utilizes a sand-in-tube bag integrally formed by textile technology, and The force-receiving sections on both sides of the sand-intestinal tube bag are integrally connected into a "radial reinforcing edge of the width of the field, and the integrated structure and the radial force: the side of the side is set to" can strengthen the force-bearing sections on both sides of the sand-intestinal tube bag. The structural strength enhances the heart and reliability of the sand intestine tube bag. ^ The moon is integrally connected with the radially reinforcing side on both sides of the intestine tube bag, although the main body of the structure is composed of two or more sand intestine tube bags. , 201209247 The radially reinforcing edge of the adjacent sand sausage bag can be combined by stitching, heat-shrinking, gluing, zippering or perforating and stringing to make the joint strength and stability of the overall structure. [Embodiment] In order to understand the technical features and practical effects of the present invention in detail, and in accordance with the contents of the specification, it will be further described in detail with reference to the preferred embodiments as illustrated in the following: A first preferred embodiment of a molded and radially stiffened gut tube bag is shown in Figures 1 and 4, which is made of Polyethylene (PE), Polypropylene (polypr〇py).丨ene pp, polyamide (nylon, P〇lyamjde, PA) or polyethylene terephthalate (y), yethylenephthalate (PET), etc. (4), woven or needle; long tubular structure integrally formed by weaving The upper woven fabric 11 and the lower woven fabric of the upper and lower woven fabrics 1 1 and 12 are respectively woven or knitted to form an integral joint shape. The radially reinforcing side is 3, and the short sides of the upper and lower woven fabrics 2 12 can be simultaneously woven or knitted to form an axial reinforcing side of the body joint (4)! 4' at the same time as the lower weaving n', : a filling space that can be filled with fillers such as mud or earth; y The radial reinforcing side of the aforementioned sand intestine bag 10 13 has a long sleeve to the reinforcing side W Adjust the settings according to the needs, in order to meet the needs of the different & 并且 and can be based on the processing tool or the construction of the upper woven raft 11 located above, with a wu search method combined with the 缝合The filling port 16, the diameter of the filling port 16, the length 201209247 and the position of the filling port are mainly determined according to the length of the sand tube bag and the filling construction behavior. The present invention is not particularly limited. As a second preferred embodiment as shown in FIG. 2, the main difference from the first preferred embodiment is that the short sides of the sand tube pockets a are set to be open-ended.彳 裁 依据 依据 依据 依据 依据 依据 依据 依据 依据 依据 依据 依据 依据 依据 依据 依据 依据 依据 依据 依据 依据 依据 依据 依据 依据 依据 依据 依据 依据 依据 依据 依据 依据 依据 依据 依据 依据 依据 依据 依据 依据 依据 依据 依据 依据 依据 依据 依据 依据 依据Effectively achieves the ability to elastically adjust the required length. The sand intestine tube bag 10, 10a of the present invention is integrally formed by the textile technology as shown in Fig. 1 and Fig. 2, and the mechanical section of the sand tube bag 1 〇, 1 〇 a Weaving or weaving to form an integrated radial direction = strong edge 13, and by using the body-forming structure and the radial reinforcing edge 13 to substantially increase the structural strength of the force-bearing sections on both sides of the sand sausage bag 10, 1〇a, effectively improve Durability and reliability of sand sausage bags. Please refer to Fig. 3 and Fig. 4, when the sand intestine bag 1〇 is applied to the revetment of the river maritime engineering, the breakwater, the submerged levee or the newly reclaimed land of the sea wall: the structure, the main body of the structure It is often composed of two or more stacks of sand sausage bags. Since the sand sausage bag of the present invention has a force on both sides, the integral joint is provided with a radially reinforcing edge 13 and an adjacent sand sausage bag 1〇 The second error is by stitching, hot-melting, gluing, zippering or perforating iron, etc.: the last element 20 connects the corresponding radial reinforcing edges 13 to firmly form the entire structure, and the A-frame lifts the overall structure. And stability. The right-hand joint of the sand sausage bag as shown in Fig. 4 is an embodiment of the suture 20a, wherein the two corresponding radial reinforcing edges 13 of the phase 1 are made by the seam - 7 201209247, with the stitch 20a The radial reinforcing edge 13 is connected and fixed, and the invention can pre-stack and stack more than one layer of the sand sausage tube bag 1 in the factory according to the construction design or the demand, which is quite convenient and practical as shown in FIG. In the embodiment of the adhesive 20 b, wherein the two corresponding radial reinforcing edges 13 of the adjacent sand sausage bag 10 are glued to the two reinforcing edges 13 by the glue 2 0 b The link is fixed.

如圖6所示係連結件為拉鍊2 0 c的實施形態,其係預 先於工廠内在徑向加強邊1 3的邊緣車縫設置拉鍊2〇c,在 施工現%時,可以依據设計的需求,將各個砂腸管袋1 〇 以相對應的拉鍊20c予以連結,有效地達到彈性擴充連結 各層砂腸管袋10的設置數量,施工性極佳。 如圖7及圖8所不係連結件為線繩2〇d的實施形態, 在圖7的貫施例中,其係在把向加強邊1 3以適當的間隔 设置有多數個穿孔1 32,再利用線繩2〇d進行孔對孔的綑 綁;在圖8的實施例中,其係、在徑向加強《13車縫結合 有具間隔設置多數個穿1132的連接片134,再利用線繩 2〇d進行孔對孔的綑綁;在圖7及圖8所揭示利用線繩 咖進行綑綁連結的實施方式,可以彈性擴充連結各層的 砂腸管袋1 0數量,施工性佳。 作 者 明 均 以上所述,僅是本發明的較佳實施例,並非對本發明 任:形式上的限制’任何所屬技術領域中具有通常知識 右在不脫離本發明所摇^ i 一 贤π杈技術方案的範圍内,利用本發 所揭示技術内容所作出局部 |更動或修飾的等效實施例, 仍屬於本發明技術方案的範圍内。 201209247 【圖式簡單說明】 圖1是本發明第-較佳實施例的立體結構示意圖。 圖2是本發明第二較佳實施例的立體結構示意圖。 圖3是將多數個地工砂腸管袋堆疊且連結的使用狀態 參考圖。 圖4是相鄰地工砂腸管袋以徑向加強邊疊靠縫合連結 的示意圖。 圖5是相鄰地工砂腸管袋以徑向加強邊疊靠膠合連結 的示意圖。 圖6是相鄰地工砂腸管袋的徑向加強邊以拉鍊連結的 示意圖。 圖7是相鄰地工砂腸管袋的徑向加強邊以線繩穿繞連 結的示意圖。 圖8是相鄰地工砂腸管袋的徑向加強邊以線繩穿繞連 結的示意圖。As shown in Fig. 6, the coupling member is an embodiment of the zipper 20c, which is provided with a zipper 2〇c in the factory at the edge of the radially reinforcing side 13 in the factory, and can be designed according to the design. In the demand, each of the sand sausage bags 1 连结 is connected by the corresponding zipper 20c, and the number of the sand-filled tube bags 10 of the elastic expansion joints is effectively achieved, and the construction property is excellent. 7 and 8, the embodiment in which the coupling member is the cord 2〇d, in the embodiment of Fig. 7, is provided with a plurality of perforations 1 32 at appropriate intervals to the reinforcing side 13 Then, the hole-to-hole binding is performed by using the wire 2〇d; in the embodiment of FIG. 8, the system is reinforced in the radial direction, and the 13-seam joint has a plurality of connecting pieces 134 which are arranged at intervals of 1132, and is reused. The wire rope 2〇d performs the hole-to-hole binding; in the embodiment disclosed in FIG. 7 and FIG. 8 by the wire rope coffee, the number of the sand sausage tube bags connecting the layers can be elastically expanded, and the construction property is good. The present invention is described above as a preferred embodiment of the present invention, and is not intended to be a limitation of the present invention. Any of the technical fields in the art can be used without departing from the invention. </ RTI> <RTIgt; </ RTI> <RTIgt; </ RTI> <RTIgt; </ RTI> <RTIgt; </ RTI> <RTIgt; 201209247 BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is a perspective view showing the structure of a first preferred embodiment of the present invention. Figure 2 is a perspective view showing the structure of a second preferred embodiment of the present invention. Fig. 3 is a view showing a state of use in which a plurality of geotechnical gut tube bags are stacked and connected. Figure 4 is a schematic illustration of adjacent sand-filled gut pockets joined together in a radially reinforced side. Fig. 5 is a schematic view showing adjacent cemented gut tube bags which are bonded by a radially reinforced side. Fig. 6 is a schematic view showing the zipper connection of the radially reinforcing sides of adjacent sand bags. Fig. 7 is a schematic view showing the radially reinforcing side of the adjacent sand-filled tube bag being wound by a wire. Figure 8 is a schematic illustration of a radially reinforced side of an adjacent engineered sand tube pocket threaded through a wire.

【主要元件符號說明】 10、10a砂腸管袋 11上織布 12下織布 132穿孔 1 4軸向加強邊 16填灌口 20連結件 20b黏膠 1 3徑向加強邊 134連接片 1 5裝填空間 17縫線 20a縫線 20c拉鍊 20d線繩[Main component symbol description] 10, 10a sand intestine tube bag 11 on woven fabric 12 under weaving cloth 132 perforation 1 4 axial reinforcing edge 16 filling port 20 connecting member 20b adhesive 1 3 radial reinforcing side 134 connecting piece 1 5 filling Space 17 suture 20a suture 20c zipper 20d cord

Claims (1)

201209247 七 、申請專利範圍: …::t徑向加勁的砂腸”,其係以合成纖維,經 織ie而 體成型的I % 4 士娃 μ 1的長官狀結構體,並包括:呈上、下對岸 一上織布及一下鸲古兮μ 卜对應 ,,β布以、下織布的兩側長邊係一體織 &amp;連結而分別形成一徑向 邊係連結閉合…於,上 違上了織布的兩端短 D精以於違上、下織布之間形成一裝填空間 在忒^織布結合設有一個以上的填灌口。 上2下t永311所述具徑向加勁的砂腸管袋,其中所述 加二 端短邊係一體織合連結而分別形成-軸向 3求項2所述具彳空向加勁的砂腸管袋, 的填^ σ細縫合方式結合於所述的上織布。 叫求項1所述具徑向加勁的砂腸管袋, 上、下織布的兩端短邊係以車縫方式連結閉合。 求項4所述具彳空向加勁的砂腸管袋, ' 係以縫合方式結合於所述的上織布。 其中所述 其中所述 其中所述201209247 VII. Scope of application for patents: ...::t radial stiffened sand intestines, which is a long-formed structure of I % 4 swell μ 1 which is made of synthetic fiber and woven by woven fabric, and includes: Corresponding to the woven fabric on the opposite side of the bank and the 鸲 兮 , , , , , , β β β β β β β β β β β β β β β β β β β β β β β β β β β β β β β β It is contrary to the short D of the two ends of the weaving fabric to form a filling space between the upper and lower weaving fabrics. More than one filling port is provided in the combination of the weaving fabrics. The stiffened sand intestine tube bag, wherein the two-end short-side joints are integrally woven and joined to form a sand-intestinal tube bag with a hollowing-forward stiffening The above-mentioned weaving cloth is called the radial inflated sand intestine tube bag according to Item 1, and the short sides of the upper and lower woven fabrics are connected and closed in a sewing manner. The hollowing direction described in Item 4 a stiffened gut tube bag, 'separably joined to the upper woven fabric in a stitching manner. 6 ·如請求 袋,其中所逑 7 _如請求 袋,其中所逑 8 ‘如請求 袋,其中所述 接片間隔設置 項1至5中任一項所述具徑向加勁的砂腸管 的徑向加強邊的邊緣係車縫設置—拉鍊。 項1至5中任一項所述具徑向加勁的砂腸管 的徑向加強邊係間隔設置多數個穿孔。 項1至5中任一項所述具徑向加勁的砂腸管 的徑向加強邊係車縫結合一連接片, %该連 多數個穿孔。 八圖式·(如次頁) 106) as in the request bag, wherein the 逑7_such as the request bag, wherein the 逑8' is a request bag, wherein the slat spacing setting items 1 to 5 are radial stiffening sand tube diameters Set the seam to the edge of the reinforced edge - zipper. The radially reinforcing side of the radially stiffened sand sausage according to any one of items 1 to 5 is provided with a plurality of perforations. The radially reinforced side seam of the radially stiffened sand sausage according to any one of items 1 to 5 is joined to a connecting piece, and the plurality of perforations are connected. Eight patterns · (such as the next page) 10
TW099128220A 2010-08-24 2010-08-24 Geotextile tube with radial reinforcement TW201209247A (en)

Priority Applications (9)

Application Number Priority Date Filing Date Title
TW099128220A TW201209247A (en) 2010-08-24 2010-08-24 Geotextile tube with radial reinforcement
US13/211,377 US20120051673A1 (en) 2010-08-24 2011-08-17 Sandbag
MYPI2011003922A MY159070A (en) 2010-08-24 2011-08-22 Sandbag
ES11178234T ES2412107T3 (en) 2010-08-24 2011-08-22 Bag of sand
DK11178234.8T DK2423387T3 (en) 2010-08-24 2011-08-22 sandbag
EP11178234.8A EP2423387B1 (en) 2010-08-24 2011-08-22 Sandbag
KR2020110007619U KR200469193Y1 (en) 2010-08-24 2011-08-23 Sandbag
MX2011008881A MX2011008881A (en) 2010-08-24 2011-08-23 Sandbag.
AU2011213843A AU2011213843B2 (en) 2010-08-24 2011-08-23 Sandbag

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TWI437154B TWI437154B (en) 2014-05-11

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AU (1) AU2011213843B2 (en)
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KR20120001542U (en) 2012-03-06
EP2423387A1 (en) 2012-02-29
KR200469193Y1 (en) 2013-09-26
EP2423387B1 (en) 2013-05-22
AU2011213843A1 (en) 2012-03-15
DK2423387T3 (en) 2013-07-29
ES2412107T3 (en) 2013-07-10
MX2011008881A (en) 2012-02-23
US20120051673A1 (en) 2012-03-01
AU2011213843B2 (en) 2013-05-16
TWI437154B (en) 2014-05-11

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