TWI541408B - Permeable pavement strengthening device - Google Patents
Permeable pavement strengthening device Download PDFInfo
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- TWI541408B TWI541408B TW103141613A TW103141613A TWI541408B TW I541408 B TWI541408 B TW I541408B TW 103141613 A TW103141613 A TW 103141613A TW 103141613 A TW103141613 A TW 103141613A TW I541408 B TWI541408 B TW I541408B
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- support portion
- upper cover
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- 238000005728 strengthening Methods 0.000 title description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 59
- 238000003860 storage Methods 0.000 claims description 21
- 239000004568 cement Substances 0.000 claims description 13
- 230000002787 reinforcement Effects 0.000 claims description 8
- 125000006850 spacer group Chemical group 0.000 claims description 7
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 230000037431 insertion Effects 0.000 claims 1
- 238000003780 insertion Methods 0.000 claims 1
- 238000010586 diagram Methods 0.000 description 10
- 230000000694 effects Effects 0.000 description 10
- 238000009825 accumulation Methods 0.000 description 4
- 238000013461 design Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000003631 expected effect Effects 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 239000011159 matrix material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000012552 review Methods 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Landscapes
- Road Paving Structures (AREA)
Description
本發明係有關於一種透水鋪面強化裝置，尤其是指一種令鋪設於地面之地磚能具有更佳之排水功效，不會有積水的情況發生，且具更佳之承重效果，更於設置時能減少破壞地磚整體的完整性、美觀性，而在其整體施行使用上更增實用功效特性的透水鋪面強化裝置創新設計者。The invention relates to a water permeable paving strengthening device, in particular to a floor covering brick which can have better drainage effect without water accumulation, and has better bearing effect and can reduce damage when installed. The overall design of the permeable and permeable reinforced device of the overall integrity and aesthetics of the floor tile, which is more practical and effective in its overall application.
按，一般常見由地磚所鋪設形成之地面，由於其不具有透水性，使得於下雨時，雨水並無法滲透到地磚下方的土壤層中，不僅會於地面上產生積水形成水災，嚴重時更會影響民眾的生命財產安全。 According to the general situation, the floor formed by the floor tiles is generally not water-permeable, so that when it rains, the rainwater cannot penetrate into the soil layer below the floor tiles, not only will water accumulate on the ground to form a flood, but in severe cases It will affect the safety of people's lives and property.
也因此，即有業者會先於地面設置有排水管路，於鋪設地磚後，再於地磚上對應排水管路開設有排水孔，以令下雨時，雨水能由地磚上所開設之排水孔向下集中流入排水管路中，再經由排水管路導引出，而可防止地面積水之情況發生。 Therefore, if there is a manufacturer, a drainage pipe will be installed on the ground. After the floor tile is laid, a drainage hole is opened in the corresponding drainage pipe on the floor tile, so that when it rains, the rainwater can be drained from the floor tile. Concentrated downward into the drain line and then guided through the drain line to prevent the occurrence of ground water.
然而，上述於地磚開設排水孔連通下方所鋪設之排水管路的結構設計，其雖可達到順利排水、防止積水之預期功效，但也在其實際施行使用上發現，該結構需對地磚進行破壞供設置排水孔，不僅造成於施工上顯得較為不便，且其排水效果仍極為有限，於雨量較大時排水孔仍會有排水不及、積水之情況發生，並更會破壞地磚之美觀性，致令該結構在整體設計上仍存有改進之空間。 However, the above-mentioned structural design of the drainage pipe laid under the connection of the drain hole of the floor tile can achieve the expected effect of smooth drainage and prevention of water accumulation, but it is also found in the actual implementation of the use of the floor tile that the structure needs to be destroyed. The installation of drainage holes not only causes inconvenience in construction, but also has a very limited drainage effect. When the rainfall is large, the drainage holes will still be out of water and water will be accumulated, and the aesthetics of the tiles will be destroyed. There is still room for improvement in the overall design of the structure.
緣是，發明人有鑑於此，秉持多年該相關行業之豐富設計開發及實際製作經驗，針對現有之結構及缺失再予以研究改良，提供一種透水鋪面強化裝置，以期達到更佳實用價值性之目的者。Therefore, in view of this, the inventors have been providing years of experience in the design and development of the relevant industries, and have researched and improved the existing structures and defects to provide a permeable paving reinforcement device for the purpose of achieving better practical value. By.
本發明之主要目的在於提供一種透水鋪面強化裝置，其主要係令鋪設於地面之地磚能具有更佳之排水功效，不會有積水的情況發生，且具更佳之承重效果，更於設置時能減少破壞地磚整體的完整性、美觀性，而在其整體施行使用上更增實用功效特性者。 The main object of the present invention is to provide a permeable paving reinforced device, which mainly enables the floor tile laid on the ground to have better drainage effect, does not have water accumulation, and has better bearing effect, and can be reduced when set. It destroys the integrity and aesthetics of the whole floor tile, and it has more practical and effective features in its overall implementation.
本發明透水鋪面強化裝置之主要目的與功效，係由以下具體技術手段所達成： The main purpose and efficacy of the permeable paving strengthening device of the present invention are achieved by the following specific technical means:
其主要係包括有底座及上蓋；其中： The main system includes a base and an upper cover; wherein:
該底座，其設有支撐部，於該支撐部上端面開設有數透水孔，於該支撐部中間凹設形成有儲水槽； The base is provided with a support portion, a plurality of water-permeable holes are formed in the upper end surface of the support portion, and a water storage tank is formed in the middle of the support portion;
該上蓋，其對應底座之支撐部設置，以令該上蓋能蓋設於支撐部上，於該上蓋對應支撐部之儲水槽向上延伸凸設有導水管。 The upper cover is disposed corresponding to the support portion of the base, so that the upper cover can be covered on the support portion, and a water conduit is protruded upwardly from the water storage tank corresponding to the support portion of the upper cover.
本發明透水鋪面強化裝置之另一目的與功效，係由以下具體技術手段所達成： Another purpose and effect of the permeable paving strengthening device of the present invention is achieved by the following specific technical means:
其主要係包括有底座及上蓋；其中： The main system includes a base and an upper cover; wherein:
該底座，其外緣設有連結框體，於該連結框體兩相鄰邊外緣向上凸設形成有定位凸緣，且於連結框體對應定位凸緣之兩相鄰邊上端面排列開設有數嵌插槽，而於連結框體異於定位凸緣之兩相鄰邊外緣則形成有ㄇ形定位槽，並於ㄇ形定位槽下緣對應各嵌插槽凸設形成有嵌固片體，而於連結框體內設有支撐部，令連結框體與支撐部間以連結肋條相連接，於該支撐部上端面開設有數透水孔，於該支撐部中間凹設形成有儲水槽； The base has a connecting frame on the outer edge thereof, and a positioning flange is formed on the outer edge of the adjacent side of the connecting frame, and is arranged on the upper end faces of the two adjacent sides of the connecting frame corresponding to the positioning flange. There are a plurality of embedded slots, and the outer edges of the two adjacent edges of the connecting frame different from the positioning flange are formed with a 定位-shaped positioning groove, and the lower edge of the 定位-shaped positioning groove is formed with an embedded piece corresponding to each of the embedded slots. a support portion is disposed in the connecting frame body, and the connecting frame body and the supporting portion are connected by connecting ribs, and a plurality of water permeable holes are formed in the upper end surface of the supporting portion, and a water storage tank is formed in the middle of the supporting portion;
該上蓋，其對應底座之支撐部設置，以令該上蓋能蓋設於支撐部上，於該上蓋對應支撐部之儲水槽向上延伸凸設有導水管。 The upper cover is disposed corresponding to the support portion of the base, so that the upper cover can be covered on the support portion, and a water conduit is protruded upwardly from the water storage tank corresponding to the support portion of the upper cover.
本發明透水鋪面強化裝置的較佳實施例，其中，該底座對應支撐部外緣設有連結框體，令連結框體與支撐部間以連結肋條相連接，於該連結框體兩相鄰邊外緣向上凸設形成有定位凸緣，且於連結框體對應定位凸緣之兩相鄰邊上端面排列開設有數嵌插槽，而於連結框體異於定位凸緣之兩相鄰邊外緣則形成有ㄇ形定位槽，並於ㄇ形定位槽下緣對應各嵌插槽凸設形成有嵌固片體。 In a preferred embodiment of the water permeable paving reinforced device of the present invention, the base is provided with a connecting frame corresponding to the outer edge of the supporting portion, and the connecting frame and the supporting portion are connected by connecting ribs on two adjacent sides of the connecting frame. The outer edge is convexly formed with a positioning flange, and the plurality of adjacent slots are arranged on the upper end faces of the adjacent positioning flanges of the connecting frame, and the connecting frame is different from the two adjacent sides of the positioning flange. The edge is formed with a 定位-shaped positioning groove, and an embedded body is formed on the lower edge of the 定位-shaped positioning groove corresponding to each of the embedded slots.
本發明透水鋪面強化裝置的較佳實施例，其中，該底座之支撐部係呈下寬上窄之錐形狀，且其儲水槽係呈下窄上寬狀，以方便將底座進行堆疊。 In a preferred embodiment of the permeable paving reinforcement device of the present invention, the support portion of the base has a tapered shape with a narrow width and a narrow width, and the water storage tank has a narrow width and a wide upper shape to facilitate stacking the base.
本發明透水鋪面強化裝置的較佳實施例，其中，該上蓋之導水管為下寬上窄狀，能方便將上蓋進行堆疊。 In a preferred embodiment of the permeable paving reinforced device of the present invention, the water conduit of the upper cover is narrower in width and upper, and the upper cover can be conveniently stacked.
本發明透水鋪面強化裝置的較佳實施例，其中，該底座於儲水槽中間向上凸設形成有灌漿支撐管，且於上蓋對應支撐部之灌漿支撐管開設有灌漿孔。 In a preferred embodiment of the permeable paving reinforcement device of the present invention, the base is formed with a grouting support pipe protruding upward in the middle of the water storage tank, and a grouting hole is formed in the grouting support pipe corresponding to the support portion of the upper cover.
本發明透水鋪面強化裝置的較佳實施例，其中，該底座之支撐部係呈下寬上窄之錐形狀，且其儲水槽呈下窄上寬狀，並令灌漿支撐管呈下寬上窄狀，以方便將底座進行堆疊。 In a preferred embodiment of the permeable paving reinforced device of the present invention, the support portion of the base has a tapered shape with a narrow width and a narrow width, and the water storage tank has a narrow width and a wide width, and the grouting support tube has a width and a width. Shape to facilitate stacking the base.
本發明透水鋪面強化裝置的較佳實施例，其中，該上蓋底端面對應支撐部凸設有墊塊，以令上蓋蓋設於支撐部上時能利用墊塊墊高產生一距離。 In a preferred embodiment of the permeable slab reinforcement device of the present invention, the bottom end surface of the upper cover is provided with a spacer corresponding to the support portion, so that the upper cover can be placed on the support portion to generate a distance by using the spacer.
本發明透水鋪面強化裝置的較佳實施例，其中，該上蓋上端面凸設有定位座，該定位座上則形成有定位槽，以供利用定位槽架設鋼筋。 In a preferred embodiment of the permeable paving reinforced device of the present invention, the upper end surface of the upper cover is convexly provided with a positioning seat, and the positioning seat is formed with a positioning groove for arranging the steel bar by using the positioning groove.
本發明透水鋪面強化裝置的較佳實施例，其中，該上蓋之導水管上供連接有延伸管，以因應不同高度之水泥灌漿作業。In a preferred embodiment of the permeable paving reinforced device of the present invention, an extension pipe is connected to the water conduit of the upper cover to cope with cement grouting operations of different heights.
為令本發明所運用之技術內容、發明目的及其達成之功效有更完整且清楚的揭露，茲於下詳細說明之，並請一併參閱所揭之圖式及圖號： For a more complete and clear disclosure of the technical content, the purpose of the invention and the effects thereof achieved by the present invention, it is explained in detail below, and please refer to the drawings and drawings:
首先，請參閱第一圖本發明之立體分解結構示意圖及第二圖本發明之立體組合剖視結構示意圖所示，本發明主要係包括有底座（１）及上蓋（２）；其中： First, please refer to the first embodiment of the present invention for a perspective view of a three-dimensional exploded structure and a second view of the present invention. The present invention mainly comprises a base (1) and an upper cover (2);
該底座（１），其外緣設有連結框體（１１），於該連結框體（１１）兩相鄰邊外緣向上凸設形成有定位凸緣（１１１），且於連結框體（１１）對應定位凸緣（１１１）之兩相鄰邊上端面排列開設有數嵌插槽（１１２），而於連結框體（１１）異於定位凸緣（１１１）之兩相鄰邊外緣則形成有ㄇ形定位槽（１１３），並於ㄇ形定位槽（１１３）下緣對應各嵌插槽（１１２）凸設形成有嵌固片體（１１４），而於連結框體（１１）內設有呈下寬上窄之錐形狀的支撐部（１２），令連結框體（１１）與支撐部（１２）間以連結肋條（１３）相連接，於該支撐部（１２）上端面開設有數透水孔（１２１），於該支撐部（１２）中間凹設形成有下窄上寬之儲水槽（１２２），再於該儲水槽（１２２）中間向上凸設形成有下寬上窄之灌漿支撐管（１２３）。 The base (1) has a connecting frame body (11) at an outer edge thereof, and a positioning flange (111) is protruded upwardly from an outer edge of the adjacent side of the connecting frame body (11), and is connected to the frame body ( 11) a plurality of embedded slots (112) are arranged on the upper end faces of the two adjacent sides of the corresponding positioning flanges (111), and the outer edges of the adjacent edges of the connecting frame (11) are different from the positioning flanges (111) A 定位-shaped positioning groove (113) is formed, and an inserting piece body (114) is formed on the lower edge of the 定位-shaped positioning groove (113) corresponding to each of the fitting slots (112), and is in the connecting frame body (11). The support portion (12) having a narrow upper and a narrower taper shape is provided, and the connecting frame body (11) and the support portion (12) are connected by a connecting rib (13), and the upper end surface of the supporting portion (12) is opened. a plurality of water-permeable holes (121) are formed in the middle of the support portion (12), and a water tank (122) having a narrow width and a wide width is formed in the middle of the support portion (12), and a grouting portion is formed in the middle of the water storage tank (122). Support tube (12 3).
該上蓋（２），其對應底座（１）之支撐部（１２）設置，以令該上蓋（２）能蓋設於支撐部（１２）上，於該上蓋（２）底端面對應支撐部（１２）凸設有墊塊（２１），以令上蓋（２）蓋設於支撐部（１２）上時能利用墊塊（２１）墊高產生一距離，於該上蓋（２）對應支撐部（１２）之儲水槽（１２２）向上延伸凸設有下寬上窄之導水管（２２），且於上蓋（２）對應支撐部（１２）之灌漿支撐管（１２３）開設有灌漿孔（２３），再於該上蓋（２）上端面凸設有定位座（２４），該定位座（２４）上則形成有定位槽（２４１），以供利用定位槽（２４１）架設鋼筋（３）［請再一併參閱第三圖本發明之鋼筋架設狀態示意圖所示］。 The upper cover (2) is disposed corresponding to the support portion (12) of the base (1) such that the upper cover (2) can be covered on the support portion (12), and the bottom end surface of the upper cover (2) corresponds to the support portion ( 12) A spacer (21) is protruded so that when the upper cover (2) is placed on the support portion (12), the spacer (21) can be used to raise a distance, and the upper cover (2) corresponds to the support portion ( 12) The water storage tank (122) extends upwardly and has a lower width and a narrow upper water conduit (22), and a grouting hole (23) is opened in the grouting support tube (123) of the upper cover (2) corresponding to the support portion (12) A positioning seat (24) is further protruded from the upper end surface of the upper cover (2), and a positioning groove (241) is formed on the positioning seat (24) for erecting the reinforcing bar (3) by using the positioning groove (241) [Please Referring again to the third figure, the schematic diagram of the steel erection state of the present invention is shown].
如此一來，使得本發明於出廠、運送過程中，由於其底座（１）之支撐部（１２）係呈下寬上窄之錐形狀，且其儲水槽（１２２）係呈下窄上寬狀，並於其灌漿支撐管（１２３）亦呈下寬上窄狀，而能方便將底座（１）進行堆疊，而該上蓋（２）之導水管（２２）亦為下寬上窄狀，同樣能方便將上蓋（２）進行堆疊，以可減少所佔據之空間。 In this way, the support portion (12) of the base (1) is in the shape of a lower width and a narrower cone shape during the delivery and transportation of the present invention, and the water storage tank (122) is narrower and wider. And the grouting support tube (123) is also narrower and narrower, and the base (1) can be conveniently stacked, and the water guide tube (22) of the upper cover (2) is also narrower and narrower, It is convenient to stack the upper cover (2) to reduce the occupied space.
請再一併參閱第四圖本發明之組設狀態示意圖所示，本發明於進行組裝搭建時，其係於底座（１）之支撐部（１２）上蓋設有上蓋（２），且令各底座（１）排列設置於預定施工位置處之地面，將底座（１）以ㄇ形定位槽（１１３）套設於相鄰底座（１）之定位凸緣（１１１）上，並令ㄇ形定位槽（１１３）下緣凸設之嵌固片體（１１４）插掣嵌固於各相對應之嵌插槽（１１２）中，讓各底座（１）即形成矩陣狀平面鋪設在地面上，並於各上蓋（２）之定位座（２４）上的定位槽（２４１）連接架設鋼筋（３），即可灌注入水泥進行灌漿作業，令水泥完全覆蓋於上蓋（２）連同鋼筋（３）及底座（１）上，且水泥亦會灌注填滿於底座（１）之連結框體（１１）與支撐部（１２）間，並由於該上蓋（２）對應於支撐部（１２）之灌漿支撐管（１２３）開設有灌漿孔（２３），使得水泥亦會由該灌漿孔（２３）灌注入該灌漿支撐管（１２３）中填滿，而在灌漿過程中，為防止水泥由上蓋（２）之導水管（２２）灌入，可於該導水管（２２）之管口處另行利用膠帶或其他物件予以封閉，於水泥灌注完畢後再予以撕開取下，待水泥灌注至與導水管（２２）管口處等高時，即完成灌漿作業［請再一併參閱第五圖本發明之灌漿狀態示意圖所示］；另，若欲灌注較多水泥、令底座（１）、上蓋（２）連同所架設之鋼筋（３）埋設於較深之深度時，亦可於該上蓋（２）之導水管（２２）上連接有延伸管（２２１），而令水泥灌注至與延伸管（２２１）管口等高度即可［請再一併參閱第六圖本發明之另一實施例灌漿狀態示意圖所示］。 Referring to the fourth diagram, the schematic diagram of the assembled state of the present invention is shown. When the invention is assembled and assembled, the support portion (12) of the base (1) is covered with an upper cover (2), and each The base (1) is arranged on the ground at a predetermined construction position, and the base (1) is sleeved on the positioning flange (111) of the adjacent base (1) with a 定位-shaped positioning groove (113), and the ㄇ-shaped positioning is performed. The inserting body (114) protruding from the lower edge of the groove (113) is inserted into each corresponding slot (112), so that the bases (1) are laid in a matrix plane on the ground, and The positioning groove (241) on the positioning seat (24) of each upper cover (2) is connected with the reinforcing steel (3), which can be poured into the cement for grouting operation, so that the cement completely covers the upper cover (2) together with the steel bars (3) and On the base (1), and the cement is also filled between the joint frame (11) of the base (1) and the support portion (12), and because the upper cover (2) corresponds to the grouting support of the support portion (12) Tube (1 23) The grouting hole (23) is opened, so that the cement is also filled into the grouting support pipe (123) from the grouting hole (23), and in order to prevent the cement from being guided by the upper cover (2) during the grouting process The water pipe (22) is poured into the pipe at the nozzle of the water pipe (22) and sealed with tape or other objects. After the cement is poured, it is then torn and removed, and the cement is poured into the water pipe (22). When the nozzle is at the same height, the grouting operation is completed [please refer to the fifth diagram of the grouting state of the present invention as shown in the fifth figure]; in addition, if more cement is to be poured, the base (1) and the upper cover (2) together When the erected steel bar (3) is buried at a deeper depth, an extension pipe (221) may be connected to the water conduit (22) of the upper cover (2), and the cement is poured into the pipe of the extension pipe (221). The height of the mouth can be [please refer to the sixth figure for a grouting state diagram of another embodiment of the present invention].
而當下雨時，雨水即會由導水管（２２）之管口（２２）處向下流動，令雨水不會於路面上產生積水，而由導水管（２２）相下流動之雨水即會流入與導水管（２２）相對應之底座（１）的儲水槽（１２２）中蓄存，以能利用該儲水槽（１２２）中所儲存的水具有吸熱、隔熱功效，而當儲水槽（１２２）內之水位過高時，由於該上蓋（２）利用墊塊（２１）墊高與底座（１）之支撐部（１２）具有一距離間隙，而讓過多的水能由支撐部（１２）之透水孔（１２１）向下排放，另由於該底座（１）之連結框體（１１）與支撐部（１２）間灌注填滿水泥，且於底座（１）支撐部（１２）之灌漿支撐管（１２３）內亦灌注填滿水泥，並於上蓋（２）之定位座（２４）上的定位槽（２４１）連接架設鋼筋（３），而令該底座（１）連同上蓋（２）具有堅固之支撐功效、更能承受重壓，而能防止遭車輛行駛輾壓有破裂之情況發生。 When it rains, the rainwater will flow downward from the nozzle (22) of the water conduit (22), so that the rainwater will not accumulate on the road surface, and the rainwater flowing down the water conduit (22) will flow in. The water storage tank (122) of the base (1) corresponding to the water conduit (22) is stored so as to utilize the water stored in the water storage tank (122) to have heat absorption and heat insulation effects, and when the water storage tank (122) When the water level in the water is too high, the upper cover (2) has a distance gap from the support portion (12) of the base (1) by the pad (21), and the excess water can be supported by the support portion (12). The water permeable hole (121) is discharged downward, and the cement is supported by the joint frame (11) and the support portion (12) of the base (1), and the grouting support is supported by the support portion (12) of the base (1). The tube (123) is also filled with cement, and the reinforcing groove (3) is connected to the positioning groove (241) on the positioning seat (24) of the upper cover (2), so that the base (1) together with the upper cover (2) has Sturdy support, more able to withstand heavy pressure, and can prevent the vehicle from rolling and cracking.
藉由以上所述，本發明結構之組成與使用實施說明可知，本發明與現有結構相較之下，本發明主要係令鋪設於地面之地磚能具有更佳之排水功效，不會有積水的情況發生，且具更佳之承重效果，更於設置時能減少破壞地磚整體的完整性、美觀性，而在其整體施行使用上更增實用功效特性者。 From the above, the composition and use of the structure of the present invention show that the present invention is mainly in comparison with the existing structure, the present invention mainly enables the floor tile laid on the ground to have better drainage effect without water accumulation. Occurs, and has a better bearing effect, and can reduce the integrity and aesthetics of the whole floor tile when it is installed, and it has more practical and effective features in its overall implementation.
然而前述之實施例或圖式並非限定本發明之產品結構或使用方式，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。 However, the above-described embodiments or drawings are not intended to limit the structure or the use of the present invention, and any suitable variations or modifications of the invention will be apparent to those skilled in the art.
綜上所述，本發明實施例確能達到所預期之使用功效，又其所揭露之具體構造，不僅未曾見諸於同類產品中，亦未曾公開於申請前，誠已完全符合專利法之規定與要求，爰依法提出發明專利之申請，懇請惠予審查，並賜准專利，則實感德便。In summary, the embodiments of the present invention can achieve the expected use efficiency, and the specific structure disclosed therein has not been seen in similar products, nor has it been disclosed before the application, and has completely complied with the provisions of the Patent Law. And the request, the application for the invention of a patent in accordance with the law, please forgive the review, and grant the patent, it is really sensible.
（１） 底座 （１１） 連結框體 (1) Base (11) Link frame
（１１１）定位凸緣 （１１２）嵌插槽 (111) positioning flange (112) inset slot
（１１３）ㄇ形定位槽 （１１４）嵌固片體 (113) ㄇ-shaped positioning groove (114) embedded body
（１２） 支撐部 （１２１）透水孔 (12) Support (121) through hole
（１２２）儲水槽 （１２３）灌漿支撐管 (122) Water storage tank (123) Grouting support tube
（１３） 連結肋條 （２） 上蓋 (13) Connecting ribs (2) Cover
（２１） 墊塊 （２２） 導水管 (21) spacer (22) water conduit
（２２１）延伸管 （２３） 灌漿孔 (221) Extension tube (23) Grouting hole
（２４） 定位座 （２４１）定位槽 (24) Positioning seat (241) positioning groove
（３） 鋼筋(3) Rebar
第一圖：本發明之立體分解結構示意圖 First Figure: Schematic diagram of the three-dimensional exploded structure of the present invention
第二圖：本發明之立體組合剖視結構示意圖 Second: Schematic diagram of a three-dimensional combined sectional view of the present invention
第三圖：本發明之鋼筋架設狀態示意圖 Third figure: schematic diagram of the state of the steel erection of the present invention
第四圖：本發明之組設狀態示意圖 Fourth figure: schematic diagram of the assembled state of the present invention
第五圖：本發明之灌漿狀態示意圖 Figure 5: Schematic diagram of the grouting state of the present invention
第六圖：本發明之另一實施例灌漿狀態示意圖Figure 6 is a schematic view showing the state of grouting in another embodiment of the present invention
（１） 底座 （１１） 連結框體 （１１１）定位凸緣 （１１２）嵌插槽 （１１３）ㄇ形定位槽 （１１４）嵌固片體 （１２） 支撐部 （１２１）透水孔 （１２２）儲水槽 （１２３）灌漿支撐管 （１３） 連結肋條 （２） 上蓋 （２１） 墊塊 （２２） 導水管 （２３） 灌漿孔(1) Base (11) Connecting frame (111) Locating flange (112) Inserting slot (113) 定位-shaped positioning groove (114) Inserting body (12) Supporting part (121) Water permeable hole (122) Sink (123) Grouting Support Tube (13) Connecting Rib (2) Upper Cover (21) Pad (22) Water Pipe (23) Grouting Hole
Claims (10)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| TW103141613A TWI541408B (en) | 2014-12-01 | 2014-12-01 | Permeable pavement strengthening device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TW103141613A TWI541408B (en) | 2014-12-01 | 2014-12-01 | Permeable pavement strengthening device |
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| Publication Number | Publication Date |
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| TW201621119A TW201621119A (en) | 2016-06-16 |
| TWI541408B true TWI541408B (en) | 2016-07-11 |
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| TW103141613A TWI541408B (en) | 2014-12-01 | 2014-12-01 | Permeable pavement strengthening device |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| TWI833115B (en) * | 2021-09-10 | 2024-02-21 | 陳瑞文 | High-strength path for water resources adaptation system in response to climate change |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109295829A (en) * | 2017-07-24 | 2019-02-01 | 陈冠维 | The construction method of water drainage template and water permeable pavement |
| CN110055851B (en) * | 2019-04-29 | 2021-02-12 | 宜都市徽仁环保科技有限公司 | Water-absorbing floor tile |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| TWI833115B (en) * | 2021-09-10 | 2024-02-21 | 陳瑞文 | High-strength path for water resources adaptation system in response to climate change |
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