201043752 六、發明說明： 【發明所屬之技術領域] 本發明為提供一種預鑄 施工方法，尤指一種提升透 品質及依環境改變用途之預 面施工方法。 【先前技術】 〇 按，隨著社會的快速變 升，導致大都會增加使用不 面，使地表逕流無法滲入， 有效涵養，造成都會生態衝 區逢雨必淹、地層下陷，增加 暖化現象日益惡化，有鑑於此 境美化、生態平衡、都市生態 議題十分注重。 ❹ 而為了減緩都市高溫暖化 效應，增加雨水的截流與地下 都市洪水發生率、改善都市生 相關業者利用不同的結構層以 第一圖所示，係習用透水鋪面 =圖♦可清楚得知，此透水鋪 壤基層10為基礎，並往上依 ^2載重層及耐磨層1 雄、度結構皆不相同，而需依照 透水生態樁鋪面 效果、施工效率、 式透水生態樁鋪 [及生活品質的提 -水建築材料及路 *表水源無法獲得 •’甚至讓低窪地 排水系統負荷、 ’現代人對於環 改善…等相關環保 、乾燥化的熱島 水的涵養，減少 態％境’因此有 增加透水性，如 之剖面示意圖， 面結構1係以土 序鋪設有碎石層 6，且每一層的 所鋪設的範圍改 3 201043752 變其厚度，以達到提升透水量，由於透水鋪面 結構1具有載重層，因此能承载相當重量的壓 力。 第一圖所示，係習用透水碑組之剖面示意 圖 由圖中可清楚得知，此透水樁組2係以複 f個透水樁2 〇組成，而透水樁2 0係形成一 谷置空間2 2 ，利用此容置空間2 2可讓使用 者做為美化環境之用途。 0 第三圖所示，係習用透水樁組之剖面示意 圖’由圖中可清楚得知，此透水樁模具組2 a 係以複數個為中空態樣的透水樁2 〇 a所一體 成型組成。 然上述透水鋪面於使用時，為確實存在下 列問題與缺失尚待改進： 由於透水鋪面是一種廣範圍且結構薄弱之 "又计，當重量壓力超出範圍時則會導致地 ❹ 面變形、凹陷，且施工時過程繁瑣並容易 又到天候晴雨、溫度高低、混凝土硬化時 間等無法控制的因素之影響，進而無法有 一效控制品質，所耗的成本亦相對高昂。 二、 圖二之獨立式植草磚，由於每—植草砗均 為獨立單元，因此結構強度薄弱，當重量 一 壓力超過負荷時極易造成凹陷或毁損。 三、 由於此種ϋ水樁组的材料為“的材 質，因此於灌漿時所i生的衝力容易讓透 201043752 水捲模具組移位或變形_ m a雙形’因此在灌漿時施 工人員必須特別留咅祿 你上 ^透水樁模具組是否位 移或變形，並確保位番 置正確，如此所留下 之孔隙充填混凝土時， 曰 叮孔隙太小施工不 易’且常污染到已施 工疋成之相鄰表面， 不易清理。 四 :般號稱透水的材料均無法兼顧載重能 =第一圖所示，為獨立單元之透水鋪 Ο ❹ 它今 ^ 仁部犧牲了載重能力 ^ , 圚所不，為模具灌漿方式， :種=有效增加載重能力，但對 =之施工’卻變得繁璃不易， :知，以往的鋪面方式均無法兩全其美 疋以，要如柯纽it、 失，即為本路明夕义、述習用之問題與缺 失p 4本發明之發明人與從事此广聲^ α 廠商所亟欲研究改盖 丁業之相關 |九又吾之方向所在者。 【發明内容】 本發明之發明人有鐘 搜集相關資料，麵出夕士▲ 疋缺失’乃 寸、、工由多方評估及考 事於此行辈g’置’並以從 丁系累積之多年經驗，經 攸 修改，始設叫屮μ_絲 不斷試作及 "又冲出此種預鑄式透水生夂 工方法，尤指一種提升透水效果及伊t 施 2預鑄式透水生態樁鋪面施：變 專利者。 々去的發明 5 201043752 本發明之主要目的在於：一種預鑄式透水 生態樁鋪面施工方法’首先於一預定範圍設置 有複數組由單一具有中空蓋體之透水樁構$的 透水樁組，再將複數補強鋼筋分別架設於該此 透水樁組所分別形成之固定樁上，而該些透i 樁組於組裝後則形成有容置空間，並於容置空 間内填灌混凝土，並以覆蓋該些補強鋼筋，該 混凝土填灌至一預定高度後則停止填灌，另， 透水樁係由不同密度或相同密度之透水層所填 〇 灌而成以提供不同環境需求而改變透水結構， 如此’不僅能藉由不同密度而改變透水流量， 並且藉由對透水樁填灌混凝土高度的不同而能 改變其整體外觀及用途，同時透水樁以外之預 留空間灌注混凝土另達鋪面表面積一定比例， 因此同時則具有載重功能。 本發明之主要目的在於：增加基地保水 性’維護都市生態平衡。 本發明之另一目的在於：增加抗滑性，並 且減少積水現象。 本發明之又一目的在於：保護護坡、河 川、海岸、濕地避免護坡、河岸、海岸沖刷同 時兼顧生態。 本發明之再一目的在於：在於提供具有透 水又能承載重量（車輛停放或行駛）之鋪面。 本發明之又另一目的在於：提升地下水的 201043752 涵養，以防止地層了陷’ ^減 降低排水設施的負擔及淹水機率。表延抓， 本發明之又再一目的在於. 壤’維護植土減少綠化灌心水水#源涵養土 本發明之又其一目的在於： 高溫化、乾燥化的熱島效應而二：市氣候 本發明之又再其1的在約能源。 工方式以達到提高施工效率：不同的施 Ο201043752 VI. Description of the Invention: [Technical Field of the Invention] The present invention provides a construction method for concrete, in particular, a pre-surface construction method for improving the permeability and changing the environment. [Prior Art] With the rapid rise of society, the metropolis will increase the use of the surface, so that the surface runoff can not penetrate, and effectively conserve, resulting in the urban ecological rushing area will be flooded, the ground subsidence, increasing the warming phenomenon Deterioration, in view of the landscaping, ecological balance, urban ecological issues are very important. ❹ In order to alleviate the urban warming effect, increase the interception of rainwater and the incidence of underground urban floods, and improve the use of different structural layers by urban-related businesses, as shown in the first figure, it is clear that the permeable pavement = Figure ♦ The permeable paving base layer 10 is the foundation, and the upper and lower load layers and the wear-resistant layer 1 are different in male and sturdy structure, and need to be in accordance with the permeable and ecological pile paving effect, construction efficiency, and permeable ecological pile paving [and life Quality of water-water building materials and roads* water sources are not available. 'Even even low-lying drainage system loads, 'modern people improve the environment, such as environmental protection, drying heat island water, reduce the state of the environment' Increase the water permeability, such as the schematic diagram of the section, the surface structure 1 is laid with the gravel layer 6 in the soil order, and the laying range of each layer is changed to 3 201043752 to change its thickness to achieve the increased water permeability, because the permeable pavement structure 1 has The load carrying layer is therefore capable of carrying a considerable amount of pressure. As shown in the first figure, it is clear from the figure that the permeable pile group 2 is composed of a plurality of permeable piles 2, and the permeable pile 20 forms a valley space 2 2, the use of this accommodation space 2 2 allows users to beautify the environment. 0 As shown in the third figure, the cross-sectional schematic view of the conventional permeable pile group is clearly shown in the figure. The permeable pile mold group 2 a is formed by a plurality of permeable piles 2 〇 a which are hollow. However, when the above-mentioned permeable pavement is used, the following problems and defects are still to be improved: Since the permeable pavement is a wide range and the structure is weak, when the weight pressure is out of range, the mantle surface deformation and depression are caused. Moreover, the construction process is cumbersome and easy to be affected by uncontrollable factors such as weather, rain, temperature, concrete hardening time, etc., and thus it is impossible to control the quality effectively, and the cost is relatively high. 2. The independent grass-planting bricks in Figure 2, because each grass-planting grass is a separate unit, the structural strength is weak, and it is easy to cause depression or damage when the weight-pressure exceeds the load. Third, because the material of the drowning pile group is “material, the force generated during the grouting is easy to make the displacement of the 201043752 water-rolling mold set or deformation _ ma double shape. Therefore, the construction personnel must be special when grouting If you are dissipating or deforming the permeable set, and ensuring that the position is correct, when the pores are filled with concrete, the pores are too small to be constructed and often contaminated with the already-constructed phase. Adjacent surface, not easy to clean. Four: The material known as permeable water can not balance the load capacity = the first figure shows the permeable of the independent unit ❹ ❹ It now ^ The Ministry of the sacrificial load capacity ^, 圚 ,, for the mold Grouting method, : kind = effective increase of load capacity, but the construction of 'but' is not easy to use, know: the past paving methods can not be both beautiful, such as Ke Newit, lost, that is Ben Luming The problem of the ceremonies and the use of the idioms and the lack of p 4 The inventors of the present invention are engaged in the research and development of the singularity of the singer. inventor There is a collection of relevant information in the clock, the face of the evening ▲ 疋 疋 乃 乃 乃 乃 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、 、屮μ_丝 continuously tried and " rushed out of this type of sputum-through hydration method, especially a lifting permeable effect and Yi T Shi 2 預鑄 permeable ecological pile paving application: change the patent. Invention 5 201043752 The main purpose of the present invention is to: a sluice-type permeable ecological pile paving construction method 'firstly set a permeable set of a plurality of permeable piles with a hollow cover body in a predetermined range, and then reinforce the plurality of permeable piles The steel bars are respectively erected on the fixed piles formed by the permeable pile groups, and the through-pile groups are formed with an accommodating space after being assembled, and the concrete is filled in the accommodating space to cover the reinforcements. Reinforcing steel, which stops filling after filling the concrete to a predetermined height. In addition, the permeable pile is filled with permeable layers of different densities or densities to provide different environmental requirements and change the permeable structure. 'It is not only possible to change the permeable flow rate by different densities, but also to change the overall appearance and use of the concrete by filling the height of the permeable pile, and at the same time, the concrete is poured into the reserved space other than the permeable pile to reach a certain proportion of the surface area of the pavement. Therefore, the main purpose of the present invention is to increase the water retention of the base to maintain the urban ecological balance. Another object of the present invention is to increase the slip resistance and reduce the water accumulation phenomenon. Protecting slope protection, rivers, coasts, wetlands from slope protection, river banks, coastal erosion and ecological considerations. A further object of the present invention is to provide a pavement that is water permeable and capable of carrying weight (vehicle parking or driving). One purpose is to raise the 201043752 conservation of groundwater to prevent the formation from sinking and reducing the burden of flooding facilities and the probability of flooding. Further object of the present invention is that the soil 'maintains the soil and reduces the green water and the water and water. #源涵土土 The invention further aims at: the heat island effect of high temperature and drying; The invention is still another energy source. Work methods to improve construction efficiency: different implementations
干且能達到暮彳卜掙 境，以及明確區分使用區域之功效。、衣 【實施方式】 為達成上述目的及功效，本發明所採用之 技術手段及構造，兹會圖勒、士 ^效，，日圖就本發明較佳實施例 峰加說明其特徵與功能如下，俾利完全了解。 請參閱第四圖所示，係為本發明較佳實施 之施工流程示意圖由圖中可清楚看出本發明 係一種預鑄式透水生態樁鋪面施工方法，苴 驟包括： 少 a)於一預定範圍設置有複數組由單一具有中 空蓋體3 0 2之透水樁3 ◦ 4構成的透水 樁組3 〇 ; b )將複數補強㈣4分㈣設於該些透水樁 組3 0所分別形成之固定樁3 〇 6上； c )將混凝土 5填灌至由該些透水樁組3 〇所 形成之容置空間3 0 8内，並以覆蓋該些 7 201043752 補強鋼筋4 ; d )該混凝土 5填灌至一預定高度後則停止填 灌； ' e )將該混凝土 5填灌與該中空蓋體3 〇 2同 一水平面後，則利用替換孔3 0 5將該中 空盖體3 0 2移開以呈現一置放區段3 2 0° Ο ❹ 然而透水樁3 0 4能依照需求由不同密戶 或相同密度之透水層3 〇 4 〇所填灌而成，： 於透水捲3 0 4為一體成形’因此在組裝時 大幅增加其便利性，且不易因些微移動而導致 整體透水捲3 0 4錯位’而步驟所述 定高度進一步為與該透水樁3 〇4同一水平 ^或與該中空蓋體3〇2同 該透水樁3 04之平面其中之一者。飞低於 猎由上述之結構、組成 之使用作動情形說明如下成：閲十，就本發明 係為用於植草綠化之透水樁 以混凝土 5填灌至與中空蓋體3 〇 =思圖， 面為例，且利用*同密度的透同―水平 成透水樁304，首弈於 θ3〇4〇構 數组由單一且預定範園設置有複 數，田早具有中空蓋體]ns> +、 伋 4構成的透水樁組3 〇，再將複透水樁3 0 分別架設於該些透水樁Μ 3 〇 5八補強鋼筋4 定樁3“上，而該些透水樁C之固 d 〇於組裝後 8 201043752 則形成 8内填 4，該 水平面 空蓋體 5凝固 體3 0 與該透 2被施 同樣式 可裝填 平衡生 地表土 也能增 請 透水鋪 〇 有容置 灌混凝 混凝土 後則停 3 0 2 後則利 2移開 水樁3 工人員 的置放 綠化植 態景觀 壤中、 加光合 參閱第 面之透 空間3 〇 8 ,並於容置空間3 土 5 ’並以覆蓋該些補強鋼 5填灌至與中空蓋體3〇2同一 止填灌，當混凝土 5填灌至與 同-水平面而停止時’待混凝土 用替換孔3 0 5將所有的中办蓋 ’由於中空蓋體3 〇 2之態；係 04相同，因此當中空蓋體3 移開取下後’則會呈現—具有 區段3 0 2 0 ，而後園藝人員則 裁，如此，不僅能達到綠化機能 ，由於透水機能亦可儲存雨水於 減少洪水來時的排水問題，另外 作用’淨化空氣以減少二氧化碳 六圖所示，係為本發明另一用於 水樁結構剖面狀態示意圖，以現 凝土5 a填灌至與透水樁3〇4a同一水平面 為例’且利用同一密度的透水層3 〇 4 0 a構成 透水樁3 0 4a，首先於一預定範圍設置有複數 組由單一透水樁3 〇 4 a構成的透水樁組3 〇 a ’再將複數補強鋼筋4 a分別架設於該些透水 樁組3 〇 a所分別形成之固定樁3 0 6 a上，而 該些透水樁組3 0 a於組裝後則形成有容置空 間3 0 8 a，並於容置空間3 0 8 a内填灌混凝 土 5a，並以覆蓋該些補強鋼筋4a，該混凝土 9 201043752 5 a填灌至與透水樁3 〇 4 a同一水平面後則停 止填灌’當混凝土 5 a填灌至與透水樁3 0 4 a 同一水平面而停止時，待混凝土 5 a凝固後可利 用透水樁3 〇 4 a創造出不同於混凝土 5 a樣式 及顏色的方式，以強調出視覺上的享受，不僅 如此’亦能提升地下水的涵養，以防止地層下 陷’進而減少地表逕流，降低排水設施的負擔 及淹水機率。 ο Ο 請參閱第七圖所示，係為本發明再一用於 透水步道之透水樁結構剖面狀態示意圖，以混 凝土 5b填灌至低於透水樁3 〇 4b之平面為 # ’且利用不同密度的透水層3 〇 4 〇 b構成透 水捲3 〇 4b，首先於一預定範圍設置有複數組 由單一透水樁3 〇 4b構成的透水樁組3 Ob， 再將複數補強鋼筋4b分別架設於該些透水樁 $ 3 〇 b所分別形成之固定樁3 〇 6 b上，而該 i透水捲組3 〇 b於組裝後則形成有容置空間 已〇 8 b ’並於容置空間3 〇 β b内填灌混凝土 b，並以覆蓋該些補強鋼筋4 b，該混凝土 5 b 道灌至低於透水樁3 〇 4 b之平面後則停止填 平’當混凝土 5 b填灌至低於透水樁3 0 4 b之 面而如止時，待混凝土 5 b凝固後則透水樁3 僅^則會凸出—部份，藉由此種設計方式，不 視覺上會呈現3D效果，同時更能提升路面 、⑺機版*，再者，對於減緩都市氣候高溫化、 201043752 乾燥化的熱島效應，均有實質上的幫助 惟，以上所述僅為本發明之較佳實 已，非因此即侷限本發明之專利範圍， 運用本發明說明書及圖式内容所為之簡 及等效結構變化’均應同理包含於本發 利範圍内，合予陳明。 综上所述，本發明之預鑄式透水生 面施工方法於使用時’為確實能達到1 目的，故本發明誠為一實用性優異之發 〇 符合發明專利之申請要件，爰依法提出 盼審委早曰賜准本發明，以保障發明 告發明’倘右鈞局番委有任何稽疑， 來函指示’發明人定當竭力配合，實感 ❹ 施例而 故舉凡 易修飾 明之專 態樁鋪 功效及 明，為 申請， 人之辛 請不吝 便。 11 201043752 【圖式簡單說明】 " 第一圖 係習用高透水鋪面之剖面示意圖。 第二圖 係習用透水磚組之剖面示意圖。 第三圖 係習用透水樁組之剖面示意圖。 第四圖 係為本發明較佳實施之施工流程示意 圖。 第五圖 係為本發明用於植草綠化之透水樁結 構剖面示意圖。Dry and able to achieve the benefits of the environment, and clearly distinguish the use of the area.衣衣 [Embodiment] In order to achieve the above object and effect, the technical means and structure adopted by the present invention will be described in the preferred embodiment of the present invention. , Philip fully understands. Please refer to the fourth figure, which is a schematic diagram of the construction process of the preferred embodiment of the present invention. It can be clearly seen from the figure that the present invention is a permeable type permeable ecological pile paving construction method, and the steps include: less a) The range is provided with a complex array of water-permeable pile groups 3 构成 composed of a single water-permeable pile 3 ◦ 4 having a hollow cover body 3 0 2; b) a plurality of reinforcements (four) 4 points (four) are set in the fixed formation of the permeable pile groups 30 On the pile 3 〇6; c) fill the concrete 5 into the accommodating space formed by the permeable pile group 3 83, and cover the 7 201043752 reinforcing steel 4; d) the concrete 5 After filling to a predetermined height, the filling is stopped; 'e) after the concrete 5 is filled with the same level as the hollow cover 3 〇 2, the hollow cover 3 0 2 is removed by using the replacement hole 305 Presenting a placement section 3 2 0° Ο ❹ However, the permeable pile 3 0 4 can be filled with different dense households or the same density of the permeable layer 3 〇 4 , according to the demand: in the permeable volume 3 0 4 as one Forming' therefore greatly increases its convenience during assembly, and is not easy to be caused by slight movement The body water permeable volume 3 0 4 is displaced and the step height is further one of the same level as the water permeable pile 3 〇 4 or with the hollow cover body 3 〇 2 in the plane of the water permeable pile 3 04. The use of the structure and composition of the above-mentioned structure is described as follows: Read the tenth, the present invention is a permeable pile for planting grass and greening, filled with concrete 5 to the hollow cover 3 思=思图,面For example, and using the same density of the same level - horizontal into the water-permeable pile 304, the first game in the θ3〇4 structure array from a single and predetermined Fan Park set complex, Tian Zao has a hollow cover body] ns>, 汲4, the permeable pile group 3 构成, and then the rehydration piles 30 are respectively erected on the permeable piles 3 〇 5 8 reinforcing steel 4 fixed piles 3", and the solids of the permeable piles C are assembled 8 201043752 then form 8 infill 4, the horizontal plane cover body 5 solidified body 3 0 and the same type can be loaded to balance the balance of the topsoil can also increase the permeable paving, after the accommodating concrete is stopped, then stop 3 0 2 After the profit 2 moved the water pile 3 workers placed in the green vegetation state landscape, add light to see the first surface of the space 3 〇8, and accommodate the space 3 soil 5 ' and cover the reinforcement Steel 5 is filled to the same filling and filling with the hollow cover 3〇2, when the concrete 5 is filled to When stopping with the same-horizontal plane, the replacement hole for the concrete is used to replace all the holes in the concrete cover 3 due to the hollow cover 3 〇 2; the system 04 is the same, so when the hollow cover 3 is removed and removed, then Will be presented - with a section of 3 0 2 0, and then the horticulturist cut, so that not only can achieve the greening function, because the permeable function can also store rainwater to reduce the drainage problem when flooding, and the role of 'purifying the air to reduce carbon dioxide six The figure shows another schematic diagram of the cross-sectional state of the water pile structure according to the present invention, which is filled with the current concrete 5 a to the same horizontal plane as the water-permeable pile 3〇4a as an example and utilizes the same density of the water-permeable layer 3 〇 4 0 a constituting the water-permeable piles 3 0 4a, firstly, a plurality of permeable piles 3 〇a ′ formed of a single permeable pile 3 〇 4 a are disposed in a predetermined range, and then the plurality of reinforcing reinforcing bars 4 a are respectively erected on the permeable pile groups 3固定a is formed on the fixed piles 3 0 6 a, and the permeable piles 30 a form an accommodating space 3 0 8 a after assembly, and fills the concrete in the accommodating space 3 0 8 a. 5a, and to cover the reinforcing reinforcing bars 4a, the Condensate 9 201043752 5 a After filling to the same level as the permeable pile 3 〇 4 a, stop filling. When the concrete 5 a is filled to the same level as the permeable pile 3 0 4 a, the concrete is 5 a after solidification. The permeable pile 3 〇 4 a can be used to create a different way from the concrete 5 a style and color to emphasize the visual enjoyment, not only can 'enhance the conservation of groundwater to prevent the subsidence of the formation' and thus reduce surface runoff and reduce The burden of drainage facilities and the probability of flooding. ο Ο Please refer to the seventh figure, which is a schematic diagram of the cross-sectional state of the permeable pile structure used for the permeable passage of the present invention, filled with concrete 5b to a plane lower than the permeable pile 3 〇 4b as # ' and using different densities The permeable layer 3 〇4 〇b constitutes the permeable water volume 3 〇 4b, firstly provided with a plurality of permeable pile groups 3 Ob composed of a single permeable pile 3 〇 4b in a predetermined range, and then the plurality of reinforcing reinforcing bars 4b are respectively erected The water-permeable piles $3 〇b are respectively formed on the fixed piles 3 〇 6 b, and the i-permeable water-distributing group 3 〇b is assembled to form an accommodating space 〇 8 b ' and in the accommodating space 3 〇β b Fill the concrete b with the cover, and cover the reinforcing steel bars 4 b. After the concrete 5 b is filled below the plane of the permeable pile 3 〇 4 b, the filling is stopped. When the concrete 5 b is filled to the lower than the permeable pile 3 When the surface of 0 4 b is stopped, after the concrete 5 b is solidified, the water-permeable pile 3 will only protrude—the part of the design, which will not visually present a 3D effect, and at the same time, can improve the road surface. , (7) machine version*, in addition, to slow down the urban climate, 201043752 The dry heat island effect has substantial help. However, the above description is only the preferred embodiment of the present invention, and thus the scope of the present invention is not limited thereto, and the description and the contents of the present invention are simplified and the like. The structural changes should be included in the scope of this issue and combined with Chen Ming. In summary, the construction method of the sputum-type permeable surface of the present invention can achieve the purpose of 1 when used, so the invention is a practical and excellent hair, which meets the application requirements of the invention patent, and is expected according to law. The trial committee gave the invention to the invention to ensure that the invention was invented. If there is any doubt in the committee of the right-hand bureau, the letter instructs the inventor to make every effort to cooperate with it, and to feel the effect of the special-purpose pile shop. Ming, for the application, please don't hesitate. 11 201043752 [Simple description of the diagram] " The first diagram is a schematic diagram of the cross section of the highly permeable pavement. The second figure is a schematic cross-sectional view of a conventional permeable brick group. The third figure is a schematic cross-sectional view of a conventional permeable pile group. The fourth figure is a schematic diagram of the construction process of the preferred embodiment of the present invention. The fifth figure is a schematic cross-sectional view of the structure of the permeable pile used for planting grass and greening.
第六圖 係為本發明另一用於透水鋪面之透水 樁結構剖面狀態示意圖。 第七圖 係為本發明再一用於透水步道之透水 樁結構剖面狀態示意圖。 【主要元件符號說明】 南透水耐鋪面結構 土壤基層 碎石層 載重層 耐磨層 透水捲組 透水樁模具組 透水樁 容置空間 1 10 12 14 16 2 2 a 2 0、2 0 a、3 0 4、304a、304 b 2 2 、3 0 8 、3 0 12 201043752 8 a、3 0 8 b 透水樁組 ......30、30a、30b 中空蓋體 ......302 置放區段 ...... 3 0 2 0 替換孔 ......305 透水層 ...... 3040、3040 a ' 3 0 4 0 b 固定樁 ...... 306、306a、3 0 6bFig. 6 is a schematic view showing the cross-sectional state of another permeable pile structure for permeable paving according to the present invention. The seventh figure is a schematic view of the cross-sectional state of the permeable pile structure used for the permeable passage in the present invention. [Main component symbol description] South-water permeable pavement structure soil base layer gravel layer load-bearing layer wear-resistant layer permeable water group permeable pile mold group permeable pile accommodating space 1 10 12 14 16 2 2 a 2 0, 2 0 a, 3 0 4, 304a, 304 b 2 2 , 3 0 8 , 3 0 12 201043752 8 a, 3 0 8 b permeable pile group ... 30, 30a, 30b hollow cover body ... 302 placed Section... 3 0 2 0 Replacement hole...305 Permeable layer... 3040, 3040 a ' 3 0 4 0 b Fixed pile... 306, 306a , 3 0 6b
補強鋼筋 ......4、4a、4b 混凝土 ...... 5、5 a、5 bReinforced steel ......4,4a,4b concrete ...... 5,5 a,5 b
1313