M316276 八、新型說明： 【新型所屬之技術領域】 本案具自體濾、網層之大地工程用加勁格， 編織成厚實暨粗條狀分布的網口狀網幹，了 ’細鉤編織程併 搭配同步鉤編織結薄狀的可濾'透式嗔，於久=織私中於每—網口内 佈；藉此-體織成的網體雙面雜，形成肖内_成封閉式分 格網者。 ―凹漥部間列分佈的強化 • 【先前技術】 按，加勁格網運用在於大地工程中地面、 先鋪設，使可穩定抓滯下方所包覆的土 5 ^坡地的基層預 赤+〜Μ _Λ 塊等，使不致發生流失 或朋見象專。而為形成所包覆或上層土壤、石塊的阻動暨提供土層 ' 内所含水分W的向下渗漏、排除（請參閱第 . I料騎不），關加勁格網 -2較佳的實知方式，即在格網2施工前，在其下方先行鋪設一層較细 網目的不織布3 (或_)，甚或_預先已在底層貼合有—層較细網 目的不織布41 (或_)的複合式格網4 (請參閱第二圖所示），藉此 克服體她小的土粉或石屑等，由該較大口徑的網目2α、从中向下流 失的缺點’進而改善以往加勁格網3、4底層所包覆、固定的土壤s(2 石塊），曰久後容易發生鬆散或崩垮、塌陷的瑕疵。 ^ 但上段所不織布3 (或濾網）與加勁格網2的分段施工方式，或 不織布41 (或濾網）以貼合或織入格網4的複合式結構，前者有雙倍 施工成本暨貼合牢度不佳的缺點；而後者則有雙倍格網製造成本、濾 水性降低等缺點，且厚重狀的袼網4，導致施工、搬運上的不方便等， M316276 兩者在經雜考量或駐鱗各方面實際上均料合理想。 【新型内容】 本創作之主要目的，係提供—種具自體濾網層之大地卫程用加勁 u L構，其中’網幹鉤編織程愤每—網口内，搭配同步鉤編織結 n可濾、透式晒，使本格_自體场具備提供為向下滤水的複 。功^即無齡段施工鋪設細或不織布與加勁格網，可明顯降低 成本且同步鉤編織結的製程，具有製造方便、經濟等多重效益 • ’為其特徵者。 本創作之Α目的’係提供—種具自體細層之大地讀用加勁 格網結構，·其中，在網幹的每内織結的薄狀網膜，由各網膜與 相鄰網幹的厚度落差，形成網體雙面部位逐—贈列分佈，而使 格網形成簡社體凹、凸式_，麵防止體積較小的土粉或石屑 向下排漏暨物爾场、侧聰，抽纖覆物件侧移 的穩固施工效果，為其特徵者。 =解之再-目的’係提供—種具自體濾網層之大地工程用加勁 Ί簡編織賴編織成厚錢粗條狀分布的網口狀網 膜，中於每—網σ内搭配同步鉤編織結薄狀的可滤透式網 、二 π圍域封閉式分佈，藉此網幹與網 牢固結綁的格網，可形， ^ 嫿mu 4絕佳的結構強化效果，進而對底層所包覆土 鍵成更佳的阻動性能，為其特徵者。 【實施方式】 餘下_林創作結構之實施與使_，配合圖雜明揭載如 M316276 下，請-併參閱。請首纽合參閱第三圖、第三圖韻示：本案加勁 格網結構主要係以鉤編織程併編織成厚實暨粗條狀分布，且特別是且 有間列網口5A全面設置的網幹5 ;其特徵在於： 、 網幹5的鉤編織程中，於每一網口 5a内搭配同步釣編織結，使 薄狀的可滤透式網膜51，於各網口 5八内圍形成封閉式分佈；而由此 自體設置的滤網層（即網臈51),即能提供土壤s (或石塊）所含水 分W向下滲滤通過的濾水功能（請配合參閱第四圖所示），有效提升本 •格網5的排水性，並能同時防止體龜小的土粉或石屑等向下排漏， 而特別達成分段施工鋪設遽網或不織布的施工簡便性與格網製造簡便 、經濟的全雑實用效益，為其特徵者。 明、貝再I參閲第四圖所示：藉此—體織成具有立體凹、凸式網 面效果的本格網5結構’由各網膜51與相鄰_的厚度落差H，乃明顯 形成網體雙面部位逐1漥部5B_分佈；而由該凹漥部舰供不規 則狀的土壤S (或石塊）_部可關嵌人咖_，甚或局部麵 網膜51凹陷’而由其侧邊網幹5的強度頂制、固定，達到有效的阻動效 果達到增進格.、周5網體與土壤s (或石塊）間的互制性，使完成包覆 物件可麵結合、錄，不會發生日久土層鬆散、滑動的情形。 請縯配合參閱第四、五_示：本格聽構由網幹嗎成的網 口5A型式、口徑，在獨響__倾雜下，可依據不同施 條件予以隻化叹疋（如第三、四圖所示六邊型網口^、第五騎 不方型網口逼等）’均能達成提供遽水與增進網體與土壤$ (或石塊） 間互制性功能複合的本案實用性。 M316276 綜上所陳，本案的創新結構具有增進加勁格網的施工方便性、實 施效果暨降低製造成本等全面性實益，確能符合新型專利成立要義。 M316276 【圖式簡單說明】 第一圖：係習用加勁格網之實施說明圖之一。 第二圖：係習用加勁格網之實施說明圖之二。 第三圖··係本案之立體說明圖。 第三圖-A :係第三圖之平面說明圖。 第三圖-B :係第三圖之局部放大說明圖。 第四圖：係本案之實施說明圖。 鲁第五圖：係本案另一實施例之平面說明圖。 【主要元件符號說明】 格網2 不織布或濾網3 複合式格網4 網幹5 網口 5A 凹漥部5B 厚度落差ΗM316276 VIII. New description: [New technical field] The case has a self-propelled filter and a mesh layer for the geotechnical work, and is woven into a thick and thick strip-shaped mesh-like mesh. With the synchronous hook woven knot thin filterable 'transparent 嗔 于 于 于 于 = = 织 织 织 织 织 织 织 织 织 织 织 织 织 织 织 织 织 织 于 于 于 于 于 于 于 于 于 于 于 于 于 于 于 体 体 体Net. ―Enhancement of the distribution of the columns between the concave and the sloping parts 【Previous technique】 According to the application of the stiffening grid, the ground is first laid in the earth project, so that the ground layer pre-redness of the soil covered by the slope can be stabilized. _Λ Blocks, etc., so that no loss or friend appearance will occur. For the formation of the covered or superficial soil, the blockage of the rock and the soil layer, the water content of the water layer W is leaked and removed (see No. I.), Guanjiaji grid-2 A well-known method, that is, before the construction of the grid 2, a layer of fine mesh non-woven fabric 3 (or _) is laid down below it, or even a non-woven fabric 41 with a thin layer of mesh is attached to the bottom layer (or _) The composite grid 4 (see the second figure), in order to overcome the shortcomings of the small-sized mesh 2α, the downward loss from the middle of the soil or the stone chips, etc. In the past, the soil s (2 stones) covered and fixed by the bottom layers of the 3 and 4 stiffening grids are prone to loose or collapsed or collapsed defects after a long time. ^ However, the segmented construction method of the non-woven fabric 3 (or filter) and the stiffening grid 2 in the upper section, or the composite structure of the non-woven fabric 41 (or the filter mesh) to fit or woven into the grid 4, the former has double construction cost. The disadvantages of poor adhesion and poor adhesion; while the latter has the disadvantages of double grid manufacturing cost, reduced water filtration, etc., and the thick stencil 4, resulting in inconvenience in construction and handling, etc., M316276 All aspects of the miscellaneous considerations or the scales are actually ideal. [New content] The main purpose of this creation is to provide a kind of self-contained filter layer for the geodetic process with the stiffening u L structure, in which the 'net dry hook weaving process anger every net mouth, with the synchronous hook weaving knot n Filtration and translucent drying make the Grid_self-field have a complex for providing downward filtration. The work of laying the fine or non-woven fabric and the stiffening grid in the age-free construction can significantly reduce the cost and synchronize the process of the hook-knotted knot, and has multiple benefits such as manufacturing convenience and economy. The purpose of this creation is to provide a self-made fine layer of geodetic grid structure, in which the thin web of each of the webs is woven, and the thickness of each web and the adjacent web is dried. The difference between the two sides of the net body is formed by the distribution of the double-sided part, and the grid is formed into a concave body and a convex type. The surface prevents the volume of the soil powder or stone chips from leaking downwards. The stable construction effect of the lateral movement of the fiber-coated object is characterized by it. = Solution of the solution - the purpose of the system is to provide a self-contained filter layer for the earth's engineering. The braided mesh-like filterable mesh and the two-π-area closed-type distribution, whereby the mesh and the mesh are firmly tied to the grid, which can be shaped, ^ 婳mu 4 excellent structural strengthening effect, and then the bottom layer It is characterized by the inclusion of soil bonds for better resistance properties. [Embodiment] The implementation of the remaining _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Please refer to the third and third diagrams for the first link: the stiffening grid structure of this case is mainly made by hook weaving and weaving into thick and thick strips, and especially the net with 5A of the network port Dry 5; characterized in that: in the hook knitting process of the net dry 5, a synchronous fishing weave knot is arranged in each of the mesh ports 5a, so that the thin filterable mesh film 51 is formed in the inner circumference of each network port 5 Closed distribution; and thus the self-configured filter layer (ie mesh 51), which can provide the water filtration function of the soil s (or rock) moisture percolation downwards (please refer to the fourth As shown in the figure, it can effectively improve the drainage of the Grid 5, and at the same time prevent the leakage of soil dust or stone chips from the turtle, and achieve the construction simplicity of laying the stencil or non-woven fabric. It is characterized by the simple and economical benefits of grid manufacturing. Ming and Beibei I refer to the fourth figure: by this, the body structure of the present invention has a three-dimensional concave and convex mesh surface effect, and the thickness difference H between the respective mesh films 51 and adjacent _ is obviously formed. The double-sided part of the net body is distributed by 1漥5B_; and the soil S (or stone) of the concave ship is provided with an irregular soil _, or even the partial surface film 51 is recessed The strength of the side nets 5 is topped and fixed, and the effective blocking effect is achieved to improve the inter-system between the grid and the soil s (or stones), so that the finished coated objects can be combined. Recording, there will be no loose and sliding soil over time. Please refer to the fourth and fifth _ show: the grid is made up of the network port 5A type, caliber, in the unique sound __ mixed, can be based on different conditions to sigh only (such as the third, The six-sided network port ^, the fifth riding square-shaped mesh port, etc. shown in the four figures can be used to provide the combination of drowning and enhancing the interaction between the net body and the soil (or stone). Sex. M316276 In summary, the innovative structure of this case has the comprehensive benefits of improving the construction convenience, implementation effect and reducing manufacturing cost of the stiffening grid, and it can meet the requirements of the establishment of new patents. M316276 [Simple description of the diagram] The first picture: one of the implementation diagrams of the conventional reinforcement grid. The second picture: the second part of the implementation diagram of the conventional stiffening grid. The third picture is a three-dimensional illustration of the case. Fig. 3 - A is a plan explanatory diagram of the third figure. Fig. 3 - B is a partially enlarged explanatory view of the third figure. The fourth picture is the implementation diagram of this case. Lu fifth figure: is a plan explanatory diagram of another embodiment of the present invention. [Main component symbol description] Grid 2 Non-woven or filter 3 Composite grid 4 Net dry 5 Network port 5A Concave 5 5B Thickness drop Η
網目2AMesh 2A
不織布或濾網41 網目4A 網口 5AA 網膜51Non-woven or mesh 41 mesh 4A network port 5AA mesh film 51
水分W 土壤或石塊SMoisture W Soil or Stone S