TW201529933A - Water retention and permeability structure for base and water collection and storage system thereof - Google Patents

Water retention and permeability structure for base and water collection and storage system thereof Download PDF

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TW201529933A
TW201529933A TW103102181A TW103102181A TW201529933A TW 201529933 A TW201529933 A TW 201529933A TW 103102181 A TW103102181 A TW 103102181A TW 103102181 A TW103102181 A TW 103102181A TW 201529933 A TW201529933 A TW 201529933A
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water
base
permeable
injection pipe
water injection
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TW103102181A
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TWI547621B (en
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Long-Mong Chang
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Long-Mong Chang
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Abstract

The invention relates to a water retention and permeability structure for a base and a water collection and storage system thereof. Primarily, a base is dug to form a water storage tank, and the water storage tank is accommodated with granular supports. A plurality of water injection holes are provided on the bottom of the water storage tank, and a plurality of holes are arranged on the base above the supports. Furthermore, an anti-leakage layer is paved on the base above the supports, and holes are formed on the anti-leakage layer corresponding to the holes of the base. Moreover, a permeable pavement is paved on the anti-leakage layer. Accordingly, the surface water which flows into the permeable pavement can be rapidly collected to a water injection pipe buried in the base to be guided into the water storage tank when it rains. Thus the ground rainwater can be heavily collected into the water storage tank to be stored and then flow into the depth base through the water injection hole arranged on the bottom of the water storage tank so as to achieve the effects of temporarily sharing rainfall runoff, enabling rapid drainage of surface water and recharging groundwater for the depth base efficiently.

Description

基地保水透水結構及其集蓄水系統Base water-retaining structure and its water storage system

本發明係有關於一種基地保水透水結構及其集蓄水系統,尤指一種可使地表水能快速排水,且有效分擔表面逕流,並為深層基地補注地下水之基地保水透水結構及其集蓄水系統。The invention relates to a base water-retaining structure and a collecting water storage system thereof, in particular to a water-retaining structure and a collecting water for a base water which can quickly drain the surface water, effectively share the surface runoff, and replenish the groundwater for the deep base. system.

按,一般路面普遍皆係於土壤等基地上直接鋪設混凝土層,或先於基地上先鋪設級配土,再鋪上混凝土層,由於混凝土不具有透水性,故當下雨時,地表水係無法經混凝土層滲透到下方之土壤基地中,只能流往周邊排水溝,再導流至大海,如此,不僅會於因為排水溝排水不及或堵塞,致使雨水無法適時排放,而發生積水成災情況,且地表水無法適時回補至土壤基地中,亦會導致土壤基地內地下水日漸缺少,造成地層下陷,及大地調節氣溫功能喪失等弊失。According to the general road surface, the concrete layer is generally laid on the soil and other bases, or the first grade soil is laid before the base, and then the concrete layer is laid. Since the concrete does not have water permeability, when it rains, the surface water system cannot After the concrete layer penetrates into the soil base below, it can only flow to the surrounding drainage ditch and then to the sea. This will not only cause the rainwater to be discharged in a timely manner due to the drainage or clogging of the drainage ditch, but the accumulation of water will occur. And the surface water can not be replenished to the soil base in a timely manner, which will lead to the lack of groundwater in the soil base, causing subsidence of the formation and loss of earth temperature regulation.

因此,現有對基地保水透水做法,請參閱第十圖所示,係於土壤等基地(7)上鋪設級配土(8),再於級配土(8)上鋪設透水鋪面(9),如此,當下雨時,雨水便能由透水鋪面(9)經級配土(8)流入基地(7)中,然,如此做法,於實際施行後卻發現,當地表水由透水鋪面(9)滲入時,地表水係會於透水鋪面(9)內四處漫流,雖有部分地表水可流入土壤基地(7)中,然,因地表自然入滲率低於降雨量時,大部分地表水係往周側逕流到排水溝,於此,仍造成地表水無法完全流入土壤基地(7)內,造成地表積水,及無法有效提供土壤基地(7)內之地下水補注等缺失者。Therefore, the current practice of water retention and permeable to the base, as shown in the tenth figure, is to lay the graded soil (8) on the soil and other bases (7), and then lay the permeable pavement (9) on the graded soil (8). In this way, when it rains, the rainwater can be poured into the base (7) by the permeable pavement (9) through the graded soil (8). However, after the actual implementation, it is found that the local surface water is covered by the permeable pavement (9). When infiltrating, the surface water system will flow in the permeable pavement (9). Although some surface water can flow into the soil base (7), most of the surface water system is due to the fact that the surface infiltration rate is lower than the rainfall. The runoff to the drainage channel on the side of the week still causes the surface water to not completely flow into the soil base (7), causing surface water accumulation and the inability to effectively provide the groundwater replenishment in the soil base (7).

緣是,本發明人有鑑於現有基地保水透水及及其集蓄水設計,係難以解決地表水係往周側逕流,無法提供土壤基地之地下水補注等缺失,乃藉其多年於相關領域的製造及設計經驗和知識的輔佐,並經多方巧思,針對現有基地保水透水及及其集蓄水設計進行研發改良,而研創出本發明。Therefore, the inventors of the present invention have difficulty in solving the surface runoff of the surface water system and the lack of groundwater replenishment of the soil base in view of the existing base water retaining and water permeable and water collecting design, which is manufactured by the related fields for many years. With the help of design experience and knowledge, and through many ingenuity, research and development and improvement of the existing base water and water permeable and water storage design, and research and development of the present invention.

本發明係有關於一種基地保水透水結構及其集蓄水系統,其主要目的係為了提供一種可分擔表面逕流,使地表水能快速排水,且有效為深層基地補注地下水之基地保水透水結構及其集蓄水系統。The invention relates to a base water-retaining and water-permeable structure and a water storage system thereof, the main purpose of which is to provide a water-retaining and water-permeable structure for a base which can share surface runoff, enable surface water to be quickly drained, and effectively fill groundwater for a deep base and Collect water storage system.

為了達到上述實施目的,本發明人乃研擬如下基地保水透水結構及其集蓄水系統,係主要設有基地,並於該基地挖設有蓄水槽,且於該蓄水槽內容放有顆粒狀支撐物,又於該蓄水槽其槽底設有數注水孔,另使位於該支撐物上方之基地設有複數孔洞,並於該支撐物上方之基地上鋪設有防土石滲漏層,且使該防土石滲漏層於對應該基地之孔洞處形成有孔洞,復於該防土石滲漏層上鋪設透水鋪面。In order to achieve the above-mentioned object, the present inventors have developed the following base water-retaining structure and a water storage system thereof, which are mainly provided with a base, and a water storage tank is arranged at the base, and the contents of the water storage tank are granular. The support further has a plurality of water injection holes in the bottom of the water tank, and a plurality of holes are arranged in the base above the support, and an anti-soil leakage layer is arranged on the base above the support, and the The anti-soil leakage layer forms a hole at the hole corresponding to the base, and the permeable pavement is laid on the anti-soil leakage layer.

如上所述之基地保水透水結構及其集蓄水系統,其中,該支撐物上方之基地其孔洞中係進一步設置有注水管,且於該注水管周壁成型有數透孔,並使該注水管上端穿經該防土石滲漏層之孔洞,以使其上端管口與該透水鋪面相接觸,又使該注水管穿經該蓄水槽內之支撐物,並使其底端對應穿入該蓄水槽其槽底之注水孔中。The base water retaining structure and the water collecting system thereof, wherein the base above the support is further provided with a water injection pipe in the hole, and a plurality of through holes are formed in the peripheral wall of the water injection pipe, and the upper end of the water injection pipe is formed Passing through the hole of the anti-soil leakage layer, so that the upper end nozzle is in contact with the permeable pavement, and the water injection pipe is passed through the support in the water storage tank, and the bottom end correspondingly penetrates the storage The sink is in the water injection hole at the bottom of the tank.

如上所述之基地保水透水結構及其集蓄水系統,其中,該蓄水槽係於其槽口、槽壁及槽底至少其中之一處進一步架設有支撐架,且於該支撐架上設有數鏤空孔。The base water retaining structure and the water collecting system thereof, wherein the water storage tank is further provided with a support frame at at least one of a slot, a groove wall and a groove bottom, and the support frame is provided with the support frame Hollow holes.

如上所述之基地保水透水結構及其集蓄水系統,其中,該透水鋪面係由複數塊透水磚鋪接組成。The base water retaining structure and the water collecting system thereof as described above, wherein the permeable paving is composed of a plurality of permeable bricks.

如上所述之基地保水透水結構及其集蓄水系統,其中,該支撐物上方之基地其孔洞中係進一步設置有注水管,且於該注水管周壁成型有數透孔,又使該透水鋪面對應該注水管之透水磚其厚度較該防土石滲漏層厚,以使該透水磚通過該防土石滲漏層,而使其底面與位於該基地內之該注水管上端管口相接觸,又使該注水管穿經該蓄水槽內之支撐物,並使其底端對應穿入該蓄水槽其槽底之注水孔中。The base water retaining structure and the water collecting system thereof, wherein the base above the support is further provided with a water injection pipe in the hole, and a plurality of through holes are formed in the peripheral wall of the water injection pipe, and the water permeable surface is formed The permeable brick corresponding to the water injection pipe has a thickness thicker than the anti-soil leakage layer, so that the permeable brick passes through the anti-soil leakage layer, and the bottom surface thereof is in contact with the upper end nozzle of the water injection pipe located in the base. The water injection pipe is passed through the support in the water storage tank, and the bottom end thereof is correspondingly inserted into the water injection hole of the bottom of the water storage tank.

藉此,當下雨時,進入透水鋪面之地表水係可快速往基地埋設之注水管集中導流入下方之蓄水槽,以將地面雨水大量集中至蓄水槽存積,再由蓄水槽底所設注水孔流入深層之基地中,而達到使地表水能快速排水,且有效分擔表面逕流,並為深層基地補注地下水效果,另當注水管有泥沙淤積時,則可將透水鋪面對應注水管之透水磚取離,以使注水管之管口顯露,以利注水管之清洗,據此,以更進一步達到便利對本發明之基地保水透水結構進行養護等效益者。In this way, when it rains, the surface water system entering the permeable pavement can be quickly transferred to the water storage tank buried in the base to flow into the water storage tank below, so that the ground rainwater can be concentrated in the water storage tank, and then the water is placed at the bottom of the water storage tank. The hole flows into the deep base, so that the surface water can be drained quickly, and the surface runoff can be effectively shared, and the groundwater effect can be replenished for the deep base. When the water injection pipe has sedimentation, the permeable surface can be permeable to the water injection pipe. The brick is taken away to expose the nozzle of the water injection pipe to facilitate the cleaning of the water injection pipe, thereby further improving the efficiency of the maintenance of the water-retaining and water-permeable structure of the base of the present invention.

<本發明><present invention>

(1)‧‧‧注水管(1)‧‧‧Water injection pipe

(11)‧‧‧透孔(11) ‧‧‧through holes

(12)‧‧‧衝擊頭(12) ‧ ‧ impact head

(121)‧‧‧排土溝槽(121)‧‧‧Dumping trench

(2)‧‧‧基地(2) ‧ ‧ base

(21)‧‧‧孔洞(21)‧‧‧ holes

(22)‧‧‧蓄水槽(22) ‧‧‧Sink

(23)‧‧‧注水孔(23)‧‧‧Water injection hole

(3)‧‧‧防土石滲漏層(3) ‧ ‧ anti-soil leakage layer

(31)‧‧‧孔洞(31)‧‧‧ holes

(4)‧‧‧透水鋪面(4) ‧ ‧ permeable paving

(41)‧‧‧透水磚(41) ‧ ‧ permeable bricks

(42)‧‧‧透水磚(42) ‧ ‧ permeable bricks

(421)‧‧‧嵌槽(421)‧‧‧Inlay

(422)‧‧‧凹部(422)‧‧‧ recess

(43)‧‧‧透水磚(43) ‧ ‧ permeable bricks

(431)‧‧‧襯部(431) ‧ ‧ lining

(432)‧‧‧凸部(432) ‧ ‧ convex

(5)‧‧‧支撐物(5) ‧‧‧Support

(6)‧‧‧支撐架(6)‧‧‧Support frame

(61)‧‧‧鏤空孔(61) ‧‧ ‧ hollow holes

<現有><existing>

(7)‧‧‧基地(7) ‧ ‧ base

(8)‧‧‧級配土(8) ‧‧‧ grade soil

(9)‧‧‧透水鋪面(9) ‧ ‧ permeable paving

第一圖:本發明之其一實施例剖視圖First drawing: a cross-sectional view of an embodiment of the present invention

第二圖:本發明之其二實施例剖視圖Second drawing: a cross-sectional view of a second embodiment of the present invention

第三圖:本發明之其三實施例剖視圖Third drawing: a cross-sectional view of a third embodiment of the present invention

第四圖:本發明之其四實施例剖視圖Fourth drawing: a cross-sectional view of a fourth embodiment of the present invention

第五圖:本發明之其五實施例剖視圖Figure 5 is a cross-sectional view showing a fifth embodiment of the present invention

第六圖:本發明之清洗管內淤沙實施狀態圖Figure 6: State diagram of silt implementation in the cleaning tube of the present invention

第七圖:本發明之其六實施例剖視圖Figure 7 is a cross-sectional view showing a sixth embodiment of the present invention

第八圖:本發明之其七實施例剖視圖Figure 8 is a cross-sectional view showing a seventh embodiment of the present invention

第九圖:本發明之其八實施例剖視圖Figure 9 is a cross-sectional view showing an eighth embodiment of the present invention

第十圖:現有之剖視圖Figure 10: Existing section view

而為令本發明之技術手段及其所能達成之效果,能夠有更完整且清楚的揭露,茲詳細說明如下,請一併參閱揭露之圖式及圖號:In order to make the technical means of the present invention and the effects thereof can be more completely and clearly disclosed, the following is a detailed description. Please refer to the disclosed drawings and drawings:

首先,請參閱第一圖所示,為本發明之基地保水透水結構,係主要於呈中空,且周壁設有數透孔(11)之注水管(1)底端組接衝擊頭(12),並於該注水管(1)上端銜接固定有數段注水管(1),又使該衝擊頭(12)連同注水管(1)打入預設集水位置之土壤基地(2)中,以於基地(2)形成孔洞(21),而該基地(2)之土壤係可沿著衝擊頭(12)之排土溝槽(121)排出,以讓衝擊頭(12)順利帶動注水管(1)深入基地(2)中,再於該基地(2)上鋪設防土石滲漏層(3),該防土石滲漏層(3)係可為水泥砂漿層、級配土層、工程織布層或不織布層等,而該防土石滲漏層(3)係於對應該注水管(1)處未進行鋪設,以使防土石滲漏層(3)於該注水管(1)處,形成對應之孔洞(31),又於該防土石滲漏層(3)凝固後,將透水鋪面(4)鋪設於該防土石滲漏層(3)上,而該透水鋪面(4)係可由複數塊透水磚(41)鋪接組成,另使對應注水管(1)處之透水鋪面(4)底面與該注水管(1)上端管口相接觸。First, as shown in the first figure, the water-retaining and water-permeable structure of the base of the present invention is mainly composed of an impact head (12) which is hollow at the bottom end of the water injection pipe (1) having a plurality of through holes (11). And a plurality of water injection pipes (1) are fixedly connected to the upper end of the water injection pipe (1), and the impact head (12) and the water injection pipe (1) are driven into the soil base (2) of the preset water collecting position, so as to The base (2) forms a hole (21), and the soil system of the base (2) can be discharged along the drain groove (121) of the impact head (12) to allow the impact head (12) to smoothly drive the water injection pipe (1) ) Deep into the base (2), and then lay the anti-soil leakage layer (3) on the base (2). The anti-soil leakage layer (3) can be cement mortar layer, graded soil layer, engineering weaving a layer or a non-woven layer, etc., and the anti-soil leakage layer (3) is not laid at the corresponding water injection pipe (1), so that the anti-soil leakage layer (3) is formed at the water injection pipe (1) Corresponding holes (31), and the anti-soil leakage layer ( After solidification, the permeable pavement (4) is laid on the anti-soil leakage layer (3), and the permeable pavement (4) can be composed of a plurality of permeable bricks (41), and the corresponding water injection pipe (1) The bottom surface of the permeable pavement (4) is in contact with the upper end of the water injection pipe (1).

據此,當下雨時,雨水係會進入透水鋪面(4)形成地表水,而進入透水鋪面(4)內的地表水,便會快速往相接之注水管(1)集中導流,並大量注入注水管(1)中,同時,利用複數插入基地(2)內之注水管(1)設置,與注水管(1)周壁設具之數透孔(11)設計,便可增加地表水滲入基地(2)的入滲面積,且使地表水能注入更深層基地(2)中,而達到分擔地表逕流並快速排水及令地表水回流至基地(2)的補注效果。According to this, when it rains, the rainwater will enter the permeable pavement (4) to form surface water, and the surface water entering the permeable pavement (4) will quickly converge toward the connected water injection pipe (1), and a large number of Injecting into the water injection pipe (1), at the same time, using the water injection pipe (1) installed in the plurality of bases (2) and the number of through holes (11) provided in the peripheral wall of the water injection pipe (1), the surface water infiltration can be increased. The infiltration area of the base (2), and the surface water can be injected into the deeper base (2), and the effect of sharing the surface runoff and rapid drainage and returning the surface water to the base (2) is achieved.

請參閱第二圖所示,為本發明之其二實施例,係本發明之透水鋪面(4)之次一透水磚(42)型態,係可進一步使對應注水管(1)之透水磚(42)其厚度較該防土石滲漏層(3)厚,以使該透水磚(42)通過該防土石滲漏層(3),且使該透水磚(42)底面伸入基地(2),以與位於基地(2)內之注水管(1)上端管口相接觸,並可使該對應注水管(1)之透水磚(42)底面與該注水管(1)上端管口間進一步設有銜接構造,請參閱第三圖所示,為本發明之其三實施例,係可使該對應注水管(1)上端管口之透水磚(42)底面於對應注水管(1)處成型有環型嵌槽(421),以供注水管(1)上端管口之管壁對應嵌設於內;又或請參閱第四圖所示,為本發明之其四實施例,亦可使對應注水管(1)之透水磚(42)底面於對應注水管(1)處成型一凹部(422),以供注水管(1)上端管口對應套接於該透水鋪面(4)之凹部(422)中;另或請參閱第五圖所示,為本發明之其五實施例,係本發明之透水鋪面(4)之另一透水磚(43)型態,乃使該對應注水管(1)之透水磚(43)呈具為T型之落水頭形狀,該T型落水頭狀之透水磚(43)其上側襯部(431)係鋪設於該防土石滲漏層(3)上,而連接於上側襯部(431)下方之凸部(432),則使其厚度較該防土石滲漏層(3)厚,以使該凸部(432)通過該防土石滲漏層(3),且使該凸部(432)底面伸入基地(2),而由位於基地(2)內之注水管(1)其上端管口對應套入該注水管(1)之管孔內,依此,當地表水由透水鋪面(4)滲入時,地表水係可更集中往該對應注水管(1)之透水磚(42)、(43)其相對位置較低部位處流動,以更增加進入注水管(1)內的地表水量。Referring to the second embodiment, the second embodiment of the present invention is a second type of permeable brick (42) of the permeable paving surface (4) of the present invention, which can further make the water permeable brick corresponding to the water injection pipe (1). (42) The thickness thereof is thicker than the anti-soil leakage layer (3), so that the permeable brick (42) passes through the anti-soil leakage layer (3), and the bottom surface of the permeable brick (42) extends into the base (2) ), in contact with the upper end nozzle of the water injection pipe (1) located in the base (2), and between the bottom surface of the permeable brick (42) of the corresponding water injection pipe (1) and the upper end of the water injection pipe (1) Further, there is a joint structure, as shown in the third figure, which is a third embodiment of the present invention, which can make the bottom surface of the water-permeable brick (42) of the upper end of the corresponding water injection pipe (1) corresponding to the water injection pipe (1) Formed with a ring-shaped recessed groove (421) for embedding the wall of the upper nozzle of the water injection pipe (1); or as shown in the fourth figure, which is a fourth embodiment of the present invention, Corresponding to the bottom surface of the permeable brick (42) corresponding to the water injection pipe (1) A recess (422) is formed in the water pipe (1), so that the upper end of the water injection pipe (1) is correspondingly sleeved in the recess (422) of the water permeable pavement (4); or as shown in the fifth figure, The fifth embodiment of the present invention is another permeable brick (43) type of the permeable paving surface (4) of the present invention, such that the permeable brick (43) of the corresponding water injection pipe (1) is in the form of a T-shaped water. In the shape of a head, the upper side lining portion (431) of the T-shaped falling head-shaped permeable brick (43) is laid on the anti-soil leakage layer (3) and is connected to the convex portion below the upper lining portion (431) ( 432), the thickness thereof is thicker than the anti-soil leakage layer (3), so that the convex portion (432) passes through the anti-soil leakage layer (3), and the bottom surface of the convex portion (432) extends into the base. (2), and the upper end nozzle of the water injection pipe (1) located in the base (2) is correspondingly inserted into the pipe hole of the water injection pipe (1), whereby the local surface water is infiltrated by the permeable pavement (4) , the surface water system can be more concentrated to the corresponding water injection pipe (1) The bricks (42) and (43) flow at a lower relative position to increase the amount of surface water entering the water injection pipe (1).

而當使用一段時間後,注水管(1)內有泥沙淤積於內,造成注水管(1)排水不良時,請一併參閱第六圖所示,即可進行管內淤沙之清洗,於實施時,係將與注水管(1)相對應之透水磚(43)[透水磚(41)、(42)亦可同等實施]取離透水鋪面(4),以使注水管(1)之管口顯露,如此,即可以強力水柱由注水管(1)管口沖洗注水管(1)內部,以將淤積於注水管(1)內的泥沙清洗掉,續再將該與注水管(1)相對應之透水磚(42)裝設回透水鋪面(4),以回復其組裝狀態,據此,俾便利於本發明之基地保水透水結構之養護作業者。When the use of a period of time, there is sediment in the water injection pipe (1), causing the water injection pipe (1) to drain poorly, please refer to the sixth figure, you can clean the pipe silt, In the implementation, the permeable brick (43) corresponding to the water injection pipe (1) [the permeable bricks (41), (42) can also be implemented equally] is taken away from the permeable pavement (4) so that the water injection pipe (1) The nozzle is exposed, so that the inside of the water injection pipe (1) can be flushed from the nozzle of the water injection pipe (1) with a strong water column to clean the sediment deposited in the water injection pipe (1), and then continue to be used for the water injection pipe. (1) The corresponding permeable brick (42) is provided with a backwater permeable surface (4) to restore its assembled state, thereby facilitating the maintenance of the water-retaining structure of the base of the present invention.

又請參閱第七圖所示,為本發明之基地保水透水結構之其六實施例,係可於基地(2)直接以鑽孔機進行鑽孔作業,以鑽設至預定深度後,於基地(2)形成一可供注水之孔洞(21),繼之,再於基地(2)表面鋪設防土石滲漏層(3),而該防土石滲漏層(3)係於對應基地(2)之孔洞(21)處未做鋪設,以使該防土石滲漏層(3)於該基地(2)之孔洞(21)處形成有孔洞(31),續於該防土石滲漏層(3)上鋪設透水鋪面(4),如此,地表水便可由透水鋪面(4)集中導流入基地(2)之複數孔洞(21)中,而使地表水回補入基地(2)者。Please also refer to the seventh embodiment, which is a sixth embodiment of the water-retaining and water-permeable structure of the base of the present invention, which can be directly drilled by a drilling machine at the base (2), after drilling to a predetermined depth, at the base. (2) forming a hole (21) for water injection, and then laying an anti-soil leakage layer (3) on the surface of the base (2), and the anti-soil leakage layer (3) is attached to the corresponding base (2) The hole (21) is not laid so that the anti-soil leakage layer (3) is formed with a hole (31) at the hole (21) of the base (2), continuing from the anti-soil leakage layer ( 3) Laying the permeable pavement (4), so that the surface water can be concentrated into the plurality of holes (21) of the base (2) by the permeable pavement (4), and the surface water can be replenished into the base (2).

另當將本發明之基地保水透水結構實施於卵石層或岩層等堅硬基地(2)時,請參閱第八圖所示,為本發明之基地保水透水結構之其七實施例,係可先於基地(2)鑽設數個孔洞(21),再將注水管(1)置入基地(2)之孔洞(21)中,繼鋪設防土石滲漏層(3),且使該防土石滲漏層(3)於對應基地(2)之孔洞(21)處亦形成有孔洞(31),再於該防土石滲漏層(3)上鋪設該透水鋪面(4),以達到於卵石層或岩層等堅硬基地(2)裝置本發明之基地保水透水結構效果。In addition, when the base water-retaining structure of the present invention is applied to a hard base such as a pebble layer or a rock formation (2), please refer to the eighth embodiment, which is a seventh embodiment of the water-retaining and water-permeable structure of the base of the present invention. The base (2) drills several holes (21), and then places the water injection pipe (1) into the hole (21) of the base (2), followed by laying the anti-soil leakage layer (3), and making the anti-soil seepage The leakage layer (3) is also formed with a hole (31) at the hole (21) of the corresponding base (2), and the permeable pavement (4) is laid on the anti-soil leakage layer (3) to reach the pebble layer. Or a hard base such as a rock formation (2) to install the water-permeable structure effect of the base of the present invention.

復請參閱第九圖所示,為本發明之基地保水透水結構之其八實施例,係將本發明之基地保水透水結構設置於預定為集水區域之基地(2)上,乃於該基地(2)挖設有蓄水槽(22),並於該蓄水槽(22)內容放有鵝卵石等顆粒狀支撐物(5),又於該蓄水槽(22)槽底鑽設有複數注水孔(23),另在該蓄水槽(22)槽底、槽壁及槽口處架設有支撐架(6),而該支撐架(6)亦可依使用所需,設置於該蓄水槽(22)之槽底、槽壁及槽口至少其中之一處,該支撐架(6)主要為石籠,該石籠係包含鐵絲石籠及鋼柵石籠等,本發明之最佳實施例係採用鋼柵石籠,該鋼柵石籠係由複數縱向鋼棒及複數與每一縱向鋼棒交錯間隔設置之橫向鋼棒所構成,且於該縱向鋼棒及橫向鋼棒間係形成有鏤空孔(61),並使位於蓄水槽(22)其槽口處之支撐架(6)架設於顆粒狀支撐物(5)上方,又於該槽口處之支撐架(6)上鋪設土壤或級配土之基地(2),以填平該蓄水槽(22)之槽口,復於該蓄水槽(22)槽口之基地(2)上鋪設基地保水透水結構之防止土石滲漏層(3)及透水鋪面(4),並使該注水管(1)上端穿經該防土石滲漏層(3)之孔洞(31),以使其上端管口與透水鋪面(4)相接觸,又使該注水管(1)穿經架設於該蓄水槽(22)其槽口處之支撐架(6),而後通過顆粒狀支撐物(5)及架設於該蓄水槽(22)槽底處之支撐架(6),再使該注水管(1)底端對應穿入該蓄水槽(22)槽底之注水孔(23)中,據此,當下雨時,雨水便可由透水鋪面(4)流進相接之注水管(1),並由注水管(1)所設透孔(11)流竄入蓄水槽(22)中暫時存積,待雨勢較小,注水管(1)內水壓小於存積於蓄水槽(22)內之水壓時,該蓄水槽(22)內暫存之雨水便會藉其水壓,再經注水管(1)之透孔(11)流進注水管(1)內,以經注水管(1)將雨水導流入深層基地(2)內,於此,當梅雨季節或颱風來臨,挾帶豐沛雨量時,藉由本發明之基地保水透水結構之集蓄水系統便可達到有效分擔降雨逕流及調洪等功效,而當注水管(1)內有泥沙淤積時,亦可將與注水管(1)相對應呈落水頭狀之透水磚(43)取下,以進行注水管(1)之清洗,待清洗完注水管(1)後再裝回,據此養護之實施,俾利於本發明之長效使用者。Referring to FIG. 9 , an eighth embodiment of the water-retaining and water-permeable structure of the base of the present invention is characterized in that the base water-retaining structure of the present invention is disposed on a base (2) which is intended to be a catchment area, and is at the base. (2) A water storage tank (22) is dug, and a granular support (5) such as pebbles is placed in the water storage tank (22), and a plurality of water injection holes are drilled in the bottom of the water storage tank (22). 23), a support frame (6) is arranged at the bottom of the water tank (22), the groove wall and the slot, and the support frame (6) can also be disposed in the water storage tank (22) according to the needs of use. At least one of the bottom of the groove, the wall of the groove and the notch, the support frame (6) is mainly a stone cage, and the stone cage comprises a wire cage and a steel cage, etc., and the preferred embodiment of the invention is adopted a steel girder consisting of a plurality of longitudinal steel bars and a plurality of transverse steel bars interlaced with each longitudinal steel bar, and a hollow hole is formed between the longitudinal steel bar and the transverse steel bar (61) and located at the notch of the water reservoir (22) The bracket (6) is erected above the granular support (5), and a ground or graded soil base (2) is laid on the support frame (6) at the notch to fill the water storage tank (22) a notch, a groundwater leakage preventing layer (3) and a permeable pavement (4) for laying a water-retaining structure of the base on the base (2) of the notch of the water storage tank (22), and making the upper end of the water injection pipe (1) Passing through the hole (31) of the anti-soil leakage layer (3), so that the upper end nozzle is in contact with the permeable pavement (4), and the water injection pipe (1) is passed through the water storage tank (22) The support frame (6) at the slot is then passed through the granular support (5) and the support frame (6) which is placed at the bottom of the tank (22), and the bottom end of the water injection pipe (1) is correspondingly Passing into the water injection hole (23) at the bottom of the tank (22), according to which, when it rains, the rainwater can flow into the connected water injection pipe (1) from the permeable pavement (4), and the water injection pipe (1) The through hole (11) is temporarily stored in the water storage tank (22), When the rain is small, the water pressure in the water injection pipe (1) is less than the water pressure stored in the water storage tank (22), and the rainwater temporarily stored in the water storage tank (22) will be pressurized by the water and then passed through the water injection pipe. (1) The through hole (11) flows into the water injection pipe (1) to guide the rainwater into the deep base (2) via the water injection pipe (1). Here, when the rainy season or the typhoon comes, the rainwater is abundant. At the time, the water storage system of the water-retaining and permeable structure of the base of the present invention can effectively share the effects of rainfall runoff and flood control, and when there is sedimentation in the water injection pipe (1), the water injection pipe can also be used. The permeable brick (43) corresponding to the falling head is removed to clean the water injection pipe (1), and after the water injection pipe (1) is cleaned, it is replaced, and according to the implementation of the maintenance, the present invention is beneficial to the present invention. Long-lasting users.

由上述結構及實施方式可知,本創作係具有如下優點:According to the above structure and implementation, the author has the following advantages:

1.本發明之基地保水透水結構係於基地設有複數孔洞,並於基地依序鋪設有防土石滲漏層及透水鋪面,於此,當下雨時,進入透水鋪面之地表水係可快速往基地之孔洞集中導流,以大量注入基地各孔洞中,而利用基地所設複數孔洞設計,更可進一步增加地表水滲入基地的入滲面積,以達到使地表水有效回補至土壤基地的效果。1. The base water-retaining and permeable structure of the present invention is provided with a plurality of holes in the base, and an anti-soil leakage layer and a permeable pavement are sequentially arranged in the base. Here, when it is raining, the surface water system entering the permeable pavement can be quickly moved toward The central diversion of the hole in the base is injected into the holes of the base in a large amount, and the multi-hole design of the base is used to further increase the infiltration area of the surface water infiltration into the base to achieve the effect of effectively replenishing the surface water to the soil base. .

2.本發明之基地保水透水結構係使透水鋪面其對應注水管之透水磚厚度較防土石滲漏層厚,以經防土石滲漏層伸入基地內,藉此,當地表水由透水鋪面滲入時,地表水係可更集中往該對應注水管之透水磚其相對位置較低部位處流動,以更增加注入注水管內的地表水量。2. The water-retaining and water-permeable structure of the base of the present invention makes the thickness of the permeable brick of the water-permeable paving surface corresponding to the water-injecting water pipe thicker than the earth-rock leakage layer, and extends into the base through the anti-soil leakage layer, whereby the local surface water is permeable to the water surface. When infiltrating, the surface water system can be more concentrated to the lower part of the permeable brick of the corresponding water injection pipe to increase the amount of surface water injected into the water injection pipe.

3.本發明之基地保水透水結構係使透水鋪面由數透水磚鋪接組成,依此,當注水管內有泥沙淤積須進行清洗時,則可將與注水管對應之透水磚取離透水鋪面,以進行注水管之清洗,於清洗完後,再將該透水磚裝回即可,據此,俾達到便利本發明之基地保水透水結構進行養護之效益。3. The base water-retaining structure of the present invention is such that the permeable pavement is composed of a plurality of permeable bricks. Accordingly, when there is sedimentation in the water injection pipe to be cleaned, the permeable brick corresponding to the water injection pipe can be taken away from the water. The paving surface is used for cleaning the water injection pipe, and after the cleaning, the water-permeable brick can be replaced, thereby achieving the benefit of facilitating the maintenance of the water-permeable and water-permeable structure of the base of the present invention.

4.本發明之基地保水透水結構係使鋪面設置呈具為落水頭狀之透水磚,當注水管內有泥沙淤積須進行清洗時,則可將與注水管對應之落水頭狀之透水磚取下,以進行注水管之清洗,於清洗後,再將該落水頭狀之透水磚裝回即可,據此,俾達到便利本發明之基地保水透水結構進行養護之效益。4. The water-retaining and water-permeable structure of the base of the present invention is such that the pavement is provided with a permeable brick having a head shape. When there is sedimentation in the water injection pipe to be cleaned, the water-permeable brick corresponding to the water injection pipe can be used. It is removed to clean the water injection pipe, and after the cleaning, the water-repellent brick can be replaced by the water-removing brick, thereby achieving the benefit of the maintenance of the water-permeable and water-permeable structure of the base of the present invention.

5.本發明之基地保水透水結構當與蓄水裝置配合實施時,係可將地面雨水大量集中至蓄水槽存積,並使蓄水槽內雨水快速由蓄水槽所設注水管排流入土壤層中,以達到使地面快速排水,並有效為深層基地補注地下水等效果。5. When the water-retaining and permeable structure of the base of the present invention is combined with the water storage device, the ground rainwater can be concentrated in the water storage tank, and the rainwater in the water storage tank can be quickly discharged from the water supply pipe of the water storage tank into the soil layer. In order to achieve rapid drainage of the ground and effectively replenish groundwater for deep bases.

 

(1)‧‧‧注水管 (1)‧‧‧Water injection pipe

(11)‧‧‧透孔 (11) ‧‧‧through holes

(12)‧‧‧衝擊頭 (12) ‧ ‧ impact head

(121)‧‧‧排土溝槽 (121)‧‧‧Dumping trench

(2)‧‧‧基地 (2) ‧ ‧ base

(21)‧‧‧孔洞 (21)‧‧‧ holes

(3)‧‧‧防土石滲漏層 (3) ‧ ‧ anti-soil leakage layer

(31)‧‧‧孔洞 (31)‧‧‧ holes

(4)‧‧‧透水鋪面 (4) ‧ ‧ permeable paving

(41)‧‧‧透水磚 (41) ‧ ‧ permeable bricks

Claims (10)

【第1項】[Item 1] 一種基地保水透水結構,係設有基地,並於該基地設有複數孔洞,又於該基地上鋪設有防土石滲漏層,且使該防土石滲漏層於對應該基地之孔洞處形成有孔洞,復於該防土石滲漏層上鋪設透水鋪面。A base water-retaining and permeable structure is provided with a base, and a plurality of holes are arranged in the base, and an anti-soil leakage layer is arranged on the base, and the anti-soil leakage layer is formed at a hole corresponding to the base. The hole is formed by laying a permeable pavement on the anti-soil leakage layer. 【第2項】[Item 2] 如申請專利範圍第1項所述基地保水透水結構,其中,該透水鋪面係由複數塊透水磚鋪接組成。The water-permeable and water-permeable structure of the base according to Item 1 of the patent application, wherein the permeable paving is composed of a plurality of permeable bricks. 【第3項】[Item 3] 如申請專利範圍第2項所述基地保水透水結構,其中,該基地之孔洞中係進一步設置有注水管,且於該注水管周壁成型有複數透孔。The water-permeable and water-permeable structure of the base according to the second aspect of the patent application, wherein the hole in the base is further provided with a water injection pipe, and a plurality of through holes are formed in the peripheral wall of the water injection pipe. 【第4項】[Item 4] 如申請專利範圍第3項所述基地保水透水結構,其中,該透水鋪面係使其對應該注水管之透水磚其厚度係較該防土石滲漏層厚,以使該透水磚通過該防土石滲漏層,而使其底面與位於該基地內之該注水管上端管口相接觸。The water-permeable and water-permeable structure of the base according to Item 3 of the patent application, wherein the permeable pavement is such that the thickness of the permeable brick corresponding to the water injection pipe is thicker than the anti-soil leakage layer, so that the permeable brick passes the anti-soil Leaking the layer with its bottom surface in contact with the upper nozzle of the water injection pipe located in the base. 【第5項】[Item 5] 如申請專利範圍第3項所述基地保水透水結構,其中,該透水鋪面係使其對應該注水管之透水磚呈具為T型,乃使該T型透水磚其上側襯部鋪設於該防土石滲漏層上,而連接於上側襯部下方之凸部,則使其厚度較該防土石滲漏層厚,以使該凸部通過該防土石滲漏層,而使其底面與位於該基地內之該注水管上端管口相接。For example, the water-permeable and water-permeable structure of the base according to item 3 of the patent application scope, wherein the permeable paving surface is such that the permeable brick corresponding to the water-filling pipe is T-shaped, so that the upper lining portion of the T-shaped permeable brick is laid on the damper. The earth stone leakage layer is connected to the convex portion below the upper side lining portion, so that the thickness thereof is thicker than the anti-soil leakage layer, so that the convex portion passes through the anti-soil leakage layer, and the bottom surface and the bottom portion thereof The upper end of the water injection pipe in the base is connected. 【第6項】[Item 6] 一種基地保水透水結構之集蓄水系統,係設有基地,並於該基地挖設有蓄水槽,且於該蓄水槽內容放有顆粒狀支撐物,又於該蓄水槽其槽底設有數注水孔,另使位於該支撐物上方之基地設有複數孔洞,並於該支撐物上方之基地上鋪設有防土石滲漏層,且使該防土石滲漏層於對應該基地之孔洞處形成有孔洞,復於該防土石滲漏層上鋪設透水鋪面。A water storage system for a water-retaining and permeable structure of a base is provided with a base, and a water storage tank is arranged at the base, and a granular support is placed in the water storage tank, and a plurality of water injection is arranged at the bottom of the water storage tank. a hole, the base located above the support is provided with a plurality of holes, and a grounding leakage layer is arranged on the base above the support, and the anti-soil leakage layer is formed at a hole corresponding to the base The hole is formed by laying a permeable pavement on the anti-soil leakage layer. 【第7項】[Item 7] 如申請專利範圍第6項所述基地保水透水結構之集蓄水系統,其中,該支撐物上方之基地其孔洞中係進一步設置有注水管,且於該注水管周壁成型有數透孔,並使該注水管上端穿經該防土石滲漏層之孔洞,以使其上端管口與該透水鋪面相接觸,又使該注水管穿經該蓄水槽內之支撐物,並使其底端對應穿入該蓄水槽其槽底之注水孔中。The water storage system of the base water-retaining and permeable structure according to the sixth aspect of the invention, wherein the base above the support is further provided with a water injection pipe in the hole, and a plurality of through holes are formed in the peripheral wall of the water injection pipe, and The upper end of the water injection pipe passes through the hole of the anti-soil leakage layer, so that the upper end nozzle contacts the permeable pavement, and the water injection pipe passes through the support in the water storage tank, and the bottom end corresponds to It is inserted into the water injection hole of the bottom of the tank. 【第8項】[Item 8] 如申請專利範圍第6項所述基地保水透水結構之集蓄水系統,其中,該蓄水槽係於其槽口、槽壁及槽底至少其中之一處進一步架設有支撐架,且於該支撐架上設有數鏤空孔。The water storage system of the base water-retaining and permeable structure according to the sixth aspect of the invention, wherein the water storage tank is further provided with a support frame at at least one of a slot, a groove wall and a groove bottom, and the support is supported on the support There are several holes in the rack. 【第9項】[Item 9] 如申請專利範圍第6項所述基地保水透水結構之集蓄水系統,其中,該透水鋪面係由複數塊透水磚鋪接組成。For example, the water storage system of the base water-retaining and permeable structure according to Item 6 of the patent application scope, wherein the permeable pavement is composed of a plurality of permeable bricks. 【第10項】[Item 10] 如申請專利範圍第9項所述基地保水透水結構之集蓄水系統,其中,該支撐物上方之基地其孔洞中係進一步設置有注水管,且於該注水管周壁成型有數透孔,又使該透水鋪面對應該注水管之透水磚其厚度較該防土石滲漏層厚,以使該透水磚通過該防土石滲漏層,而使其底面與位於該基地內之該注水管上端管口相接觸,又使該注水管穿經該蓄水槽內之支撐物,並使其底端對應穿入該蓄水槽其槽底之注水孔中。The water storage system of the base water-retaining and permeable structure according to claim 9, wherein the base above the support is further provided with a water injection pipe, and a plurality of through holes are formed in the peripheral wall of the water injection pipe, and The permeable tile faces the permeable brick of the water injection pipe and has a thickness thicker than the anti-soil leakage layer, so that the permeable brick passes through the anti-soil leakage layer, and the bottom surface thereof and the upper end pipe of the water injection pipe located in the base The mouth contacts, and the water injection pipe is passed through the support in the water storage tank, and the bottom end thereof is correspondingly inserted into the water injection hole of the bottom of the water storage tank.
TW103102181A 2014-01-21 2014-01-21 Water retention and permeability structure for base and water collection and storage system thereof TWI547621B (en)

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TWI613344B (en) * 2016-11-18 2018-02-01 Chen guang zheng Combined water retention system

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