TW552338B - A deposit prevention system for influx of rivers and reservoirs - Google Patents
A deposit prevention system for influx of rivers and reservoirs Download PDFInfo
- Publication number
- TW552338B TW552338B TW90132841A TW90132841A TW552338B TW 552338 B TW552338 B TW 552338B TW 90132841 A TW90132841 A TW 90132841A TW 90132841 A TW90132841 A TW 90132841A TW 552338 B TW552338 B TW 552338B
- Authority
- TW
- Taiwan
- Prior art keywords
- frame
- blocking
- river
- water
- channel
- Prior art date
Links
Landscapes
- Revetment (AREA)
Abstract
Description
552338 B7 五 、發明說明( 【發明領域】 本發明是有關於一種防止河道、水庫進水處淤積之系 、先特別是指一種攔阻河道上或是水庫進水處的砂石,而 予乂定時清理,進而避免河道或水庫產生淤積現象。 【習知技藝說明】 、夕口灣山脈多而平地少,因此易發生急流的河川就相當 六夕’再加上山地豪雨發生機率高,所以諸多河川上游就 =迨成向能量的急流,使得高山上的砂石隨著急流失帶 ^ 下為然而這些砂石隨著流到下游後,極可能因急 、L的此篁衰減而產生淤積現象,進而使河川產生堵塞而造 、°輕者可能造成河川改道,重者可能造成河川汜濫 1石机等災害,因此,諸多河川中下游淤積處都會作攔 :壩等類型的攔阻工程,而定期清理養護,進而防止水患 ^成災。惟,通常攔砂壩等攔阻方式的施工期長、成本 门早已不I文現行之需I ,而且攔砂壤不分砂石大小全都 攔阻,所以很快就會達到飽和量而無使用效益,又,若以 -般挖土機清運淤積的砂石,會因攔砂壩囤積砂石過快, 相對造成清運砂石的週期短,所以具有花費成本高、工時 亦較長等缺失。故本案申請人認為, 〜馮於/可川中下游處設置 夕處透過性攔阻砂石之裝置,且每__攔阻裝置逐次縮減其 攔阻砂石的大小’即能以多處棚阻’然後再經由每一處個 別清運,勢必可減輕清運成本與工時的負#,而且於河川 的疏通效果上也會更佳提昇。 『水庫』,是-種攔洪蓄水和調節水流的水利工程建 第3頁 C請先閲讀背面之注意事項再填寫本頁) « 訂— 本紙張尺度適用中國國家標準(CNS) A4規格(210X297公釐) 552338 五、發明説明(2 築物,可用來提供民生用水、灌溉、發電及養魚,誠然是 人類生活中不可缺少的一種建築設施。 一般而言,水庫的蓄水方式多採用築壩攔住江河流量 過多時的水,然後將之導引入水庫的蓄水潭中,或者是直 接於河川會流、集流處興建蓄水潭,然後築壩調節水量, 而使得水庫之蓄水量能保持於一定,讓民生用水、工業用 水或灌溉用水,能夠維持在可提供狀態。惟,將水導入水 庫之蓄水潭的方式,常會發生河川上流水源地的水流夾帶 土石沿水庫進水處的引水道進入蓄水潭中,進而囤積於蓄 水潭,影響水庫之蓄水量,尤其水庫通常都設置在山谷間, 再加上山區常會降下豪大雨,使得大量土石容易隨著河川 上游的水流沖刷而下,而流入水庫進水端的引水道中,再 由引水道進入蓄水潭,導致蓄水潭的土石沉積量遽增,造 成水庫的蓄水容量相對大幅下滑,使得水庫的使用年限也 因此大受影響。 然,鑑於水庫容易受到土石沉積而造成使用壽命縮短 之因素,所以在水庫進水處的引水道上都會設置有搁阻工 程,以降低土石流入蓄水潭中。例如於引水道上設置搁砂 壞、連續性潛壩等非透過性權體,或是梳子壤等透過性壞 體,以達到增加河床之粗糙度與攔阻、沉積土石之目的, 但是,-般的壩體的壩頂為了避免土石衝擊時毀損,所以 需加大以增強对衝擊強度,因此無論是棚砂 塌或是梳子壩的規模都相當的大’不但施工期間相當長, 而且施工的成本也相當高’另外,各式塌體的結構都採混 第4頁 本紙張尺度適用中國國家標準(CNS) A4規格(210X297公董、 (請先閱讀背面之注意事項再填窝本頁) 、一叮— 552338 A7 _____B7_ 五、發明説明(3 ) 凝土建造而成,而土石隨著水流流動衝擊卻對混凝土結構 物具有強大的破壞作用(石塊的硬度大於混凝土結構),所 以在水庫進水處之引水道的土石若流速快、衝擊力大時, 就會直接衝擊壩體表面,而造成磨耗與毀損之情形,故而 各式壩體於使用上並不長久。 【發明概要】 因此,本發明之主要目的是在提供一種工期短、施工 簡易之防止河道、水庫進水處淤積之系統,以用於攔阻、 沉澱河道流動水流或是水庫進水處之引水道進水流中所爽 帶之砂石,進而相對增進河川的通暢及水庫使用年限者。 於是,依據本發明上述目的所提供之一種防止河道、 水庫進水處淤積之系統,主要是將至少一道攔阻裝置設置 在河道或是水庫之引水道上,且該等攔阻裝置能與河道或 水庫引水道二側堤岸相結合,用以攔阻河道内或是引水道 内流動水流所夾帶的砂石,進而防止河道或水庫產生淤積 現象,該攔阻裝置包含有: 數支樓桿,相對設置於河道或水庫引水道兩側堤岸間 ’呈一定間距而縱向排列地插固於河道或引水道上。 數擋桿’橫向搭接在該等支撐桿上,使該等支撐桿與 該等擋桿形成預定格狀大小之栅欄。 依據本發明上述目的所提供之另一種防止河道、水庫 進水處淤積之系統,主要是將至少一道攔阻裝置設置在河 道或水庫之引水道上,用於攔阻河道或水庫引水道的進水 流所爽帶的砂石,而避免砂石淤積於河道或水庫中,該攔 第5頁 本紙張尺度適用中國國^ΪΪΤ^^210Χ297公釐j (請先閲讀背面之注意事項再填寫本頁)552338 B7 V. Description of the invention ([Field of the invention] The present invention relates to a system for preventing sedimentation at the water intake of a river or a reservoir, first of all, it refers to a method for blocking sand or gravel on a river or an intake of a reservoir. Clean up to avoid siltation in rivers or reservoirs. [Explanation of the know-how] There are many mountains in Xikou Bay and less flat land, so the rivers that are prone to rapids are quite Liuxi '. In addition, the probability of heavy mountain rain is high, so many rivers Upstream = rapid flow of energy into the stream, making sand and gravel on the mountain follow the rapid loss zone ^ However, after the sand and gravel flow to the downstream, it is very likely that the rapid and L attenuation will cause siltation, and then If the river is clogged, the lighter ones may cause river diversions, and the heavy ones may cause river floods and other disasters. Therefore, many silting places in the middle and lower reaches of rivers will be used for blocking: dams and other types of blocking projects, and regularly cleaned Maintenance, thereby preventing floods and disasters. However, usually, sand dams and other blocking methods have a long construction period and long-term cost. All the sizes are blocked, so it will soon reach the saturation level without use benefits. Moreover, if the silt is removed by a -like excavator, the sand and dam will accumulate the sand too quickly, which will cause the relative removal of the gravel. The cycle is short, so it has the disadvantages of high cost and long working hours. Therefore, the applicant of this case believes that ~ Feng Yu / Kechuan is equipped with a device for blocking sand and sand at the middle and lower reaches, and every __ blocking device is successively Reducing the size of the blocking sand and gravel 'that is, multiple sheds can be blocked' and then cleared and transported through each place individually, which will definitely reduce the negative cost of cleaning and transportation #, and it will also be better in dredging the river. "Reservoir" is a kind of water conservancy project for flood storage and regulation of water flow. Page 3 C (Please read the notes on the back before filling in this page) «Order — This paper size applies Chinese National Standard (CNS) A4 Specifications (210X297 mm) 552338 V. Description of the invention (2 Buildings can be used to provide water for people's livelihood, irrigation, power generation and fish farming. It is certainly an indispensable building facility in human life. Generally speaking, there are many ways for reservoirs to store water. Use dams to stop the water when the river flows too much, and then guide it into the reservoir's water storage pond, or build a water storage pond directly at the meeting point of the river, and then build a dam to adjust the water volume, so that the reservoir The water storage capacity can be kept constant, so that the people's livelihood, industrial water or irrigation water can be provided. However, the way of introducing water into the reservoir's water pond often occurs when the water flowing from the upstream source of the river entrains the earth and rocks along the reservoir. The diversion channel at the water inlet enters the water storage pond, and then accumulates in the water storage pond, which affects the water storage capacity of the reservoir. In particular, the reservoirs are usually located between the valleys. In addition, heavy rains often fall in the mountain areas, making it easy for a large amount of earth and rocks to follow. The water flow from the upper reaches of the river is washed down, and flows into the water diversion channel at the inlet end of the reservoir, and then enters the water storage pond from the water diversion channel. Its service life is also greatly affected. However, in view of the fact that the reservoir is susceptible to soil and rock deposition, which shortens its service life, the diversion channel at the inlet of the reservoir will be provided with a hold-up process to reduce the flow of earth and stones into the storage pond. For example, non-permeable bodies such as bad sand storage and continuous submerged dams, or pervious bad bodies such as comb soil are installed on the water diversion channel to achieve the purpose of increasing the roughness and obstruction of the river bed and depositing earth and stones. However,- In order to avoid damage during earth-rock impact, the dam roof of the dam body needs to be enlarged to increase the impact strength. Therefore, whether the shed is slumped or the size of the comb dam is quite large, not only the construction period is quite long, but also the construction cost. It's also quite high. In addition, all kinds of collapsed structures are mixed. Page 4 This paper size applies the Chinese National Standard (CNS) A4 specification (210X297), (please read the precautions on the back before filling this page), Yiding — 552338 A7 _____B7_ V. Description of the invention (3) Condensate is constructed, and the impact of earth and stone with the flow of water has a strong destructive effect on the concrete structure (the hardness of the stone is greater than that of the concrete structure). If the earth and stones in the water diversion channel at high velocity and high impact force, they will directly impact the surface of the dam, causing wear and damage. Therefore, various types of dams are not used in practice. [Summary of the invention] Therefore, the main object of the present invention is to provide a system for preventing sedimentation at the water intake of a river or a reservoir with a short construction period and simple construction, for blocking, sedimentation of a river flow or a reservoir inflow. The sand and gravel entrained in the inflow of the diversion channel will further improve the flow of the river and the service life of the reservoir. Therefore, a system for preventing sedimentation at the intake of rivers and reservoirs according to the above purpose of the present invention mainly includes at least A blocking device is arranged on the channel of the river or reservoir, and these blocking devices can be combined with the banks on the two sides of the channel of the river or reservoir to block the sand and gravel entrained by the flowing water in the river or the channel, and To prevent siltation in rivers or reservoirs, the blocking device includes: several building poles, which are fixed on the river or diversion channel at a certain distance and are arranged vertically at a distance between the banks on both sides of the river or reservoir diversion channel. The rods are horizontally overlapped on the supporting rods, so that the supporting rods and the blocking rods form a fence with a predetermined grid size. Another system for preventing sedimentation at the water inlet of a river or a reservoir provided by the above object of the present invention is mainly to set at least one blocking device on a water channel of a river or a reservoir to block the inflow of the river or the water of the reservoir. To prevent the sand and gravel from accumulating in the river or reservoir. The paper size on page 5 is applicable to China ^ ΪΪΤ ^^ 210 × 297mmj (Please read the precautions on the back before filling this page)
552338 A7 ____B7 五、發明説明(4 ) 阻裝置包含有: 二地錨,分別設置於河道或引水道兩側之堤岸處。 一攔阻框架,是以鋼材組設而成立方框體,並且擺置 在河道或引水道上,其具有一相對流動水流方向的前侧框 、一後側框、一底框、一頂框、一左側框及一右侧框,且 該底框接設有數連桿,以增加其與地表之接觸面積。 二翼網,以鋼索繫結成一定透孔大小之網體,分別具 有一連結該地錨的一端,及一連結該左側框或右側框的另 端。 一攔阻網,是以鋼索編織於各該攔阻框架的後側框上。 【圖式之簡單說明】 本發明之其他特徵及優點,在以下配合參考圖式之較 佳實施例的詳細說明中,將可清楚的明白,在圖式中: 第一圖是一俯視示意圖,說明本發明防止河道淤積之 系統的第一較佳實施例; 第二圖是該較佳實施例的一結構示意圖; 第三圖是該較佳實施例的一未完成施工的結構示意 圖; 第四圖是該較佳實施例一支撐桿的分解立體示意圖; 第五圖是該較佳實施例的一部份立體示意圖; 第六圖是沿第五圖中線6-6所取的剖視示意圖; 第七圖是一立體組合示意圖,說明本發明防止河道於 積之系統的第二較佳實施例; 第八圖是該較佳實施例的結構示意圖; 第6頁 5張尺度顧巾規格⑵GX297公幻 (請先閱讀背面之注意事項再填寫本頁) •訂- #_ 552338 __ B7_____ 五、發明説明(5 ) 第九圖是一俯視示意圖,說明本發明防止水庫進水處 淤積之系統的第一較佳實施例; 第十圖是該較佳實施例的一結構示意圖; 第十一圖是該較佳實施例的一未完成施工的結構示 意圖; 第十二圖是該較佳實施例一支撐桿的分解立體示意 圖; 第十三圖是該較佳實施例的一部份立體示意圖; 第十四圖是沿第十三圖中線14-14所取的剖視示意 圖;及 第十五圖是一結構示意圖,說明本發明防止水庫進水 處淤積之系統的第二較佳實施例。 【較佳實施例之詳細說明】 如第一、二、三圖所示,本發明「防止河道於積之系 統」之第一較佳實施例,主要是以至少一道攔阻裝置1設 置在河道2上,且該等攔阻裝置1能與河道2二側堤岸21 相結合,用以攔阻河道2内流動水流所夾帶的砂石,進而 防止河道2產生淤積現象。如第二、三、六圖所示,該攔 阻裝置1包含有數插固於河道2上的支撐桿Η、數搭接在 支撐桿11上的擋桿12、至少一斜撐桿13、分別箍設於支 樓杯11與斜擇桿13上的鋼筋網14、至少二預鎊板15,及 用於結合該預鑲板15、鋼筋網14、斜樓桿13與支撑桿η 的混凝土 16,其中: 參閱第一、二、五圖,該等支樓桿11相對設置於河 (請先閲讀背面之注意事項再填寫本頁)552338 A7 ____B7 V. Description of the invention (4) The resistance device includes: two ground anchors, which are respectively set on the banks of the river or the diversion channel. A blocking frame is a box body made of steel and placed on a river or a water channel. It has a front frame, a rear frame, a bottom frame, a top frame, A left frame and a right frame, and the bottom frame is provided with several links to increase its contact area with the ground surface. A two-wing net is formed by a steel cable to form a mesh body of a certain through-hole size, each having one end connected to the ground anchor and the other end connected to the left or right frame. A blocking net is braided with steel cables on the rear side frames of each blocking frame. [Brief description of the drawings] Other features and advantages of the present invention will be clearly understood in the following detailed description of the preferred embodiments with reference to the drawings. In the drawings: The first diagram is a schematic plan view, The first preferred embodiment of the system for preventing river siltation according to the present invention is illustrated; the second figure is a schematic structural diagram of the preferred embodiment; the third figure is a schematic structural diagram of an unfinished construction of the preferred embodiment; the fourth FIG. Is an exploded perspective view of a support rod in the preferred embodiment; FIG. 5 is a perspective view of a part of the preferred embodiment; FIG. 6 is a sectional view taken along line 6-6 in the fifth image Figure 7 is a three-dimensional schematic diagram illustrating the second preferred embodiment of the system for preventing accumulation of rivers in the present invention; Figure 8 is a schematic diagram of the structure of the preferred embodiment; page 6 5-gauge specifications ⑵GX297 Ghost Fantasy (Please read the precautions on the back before filling this page) • Order-#_ 552338 __ B7_____ V. Description of the invention (5) The ninth figure is a schematic plan view illustrating the system of the present invention for preventing sedimentation at the reservoir inlet. First The tenth figure is a structural schematic diagram of the preferred embodiment; the eleventh figure is a structural schematic diagram of an unfinished construction of the preferred embodiment; the twelfth figure is a support of the preferred embodiment An exploded perspective view of a rod; a thirteenth view is a partial perspective view of the preferred embodiment; a fourteenth view is a cross-sectional view taken along line 14-14 in the thirteenth view; and a fifteenth view It is a schematic structural diagram illustrating a second preferred embodiment of the system for preventing sedimentation at a reservoir inlet. [Detailed description of the preferred embodiment] As shown in the first, second and third figures, the first preferred embodiment of the "system for preventing accumulation of river channels" of the present invention is mainly provided with at least one blocking device 1 on the river channel 2 In addition, the blocking devices 1 can be combined with the banks 21 on the two sides of the river channel 2 to block the sand and gravel entrained by the flowing water in the river channel 2 to prevent the sedimentation of the river channel 2. As shown in the second, third, and sixth figures, the blocking device 1 includes a plurality of support rods 插 fixed on the channel 2, a plurality of blocking rods 12 overlapped on the support rods 11, at least one inclined support rod 13, and a hoop, respectively. Reinforced mesh 14, at least two pre-pound plates 15, and concrete 16 used to combine the pre-panel 15, reinforced mesh 14, inclined floor rod 13 and support rod η, Among them: Please refer to the first, second, and fifth pictures. These branch poles 11 are oppositely installed on the river (please read the precautions on the back before filling this page)
552338 五、發明説明(6 ) 道2兩側堤岸21間,呈一定間距而呈橫向排列地縱向插固 在河床上。參閱第三、四圖,該等支樓桿U是以合金鋼經 熱處理硬化’而具有耐衝擊之鋼性材質所製成,分別具有 一底座111、數第一連結桿112、數第二連結桿113、數鎖 接桿114及一轉折接頭115。該底座⑴呈圓盤狀,其中 央^部設有一鎖孔1111。該第一連結桿112是-圓桿體, 其f、後端部分別為螺合部1121、1122,且其周側焊固有 數疋位塊1123。該第二連結桿113是一圓桿體,其前、後 端部分別為螺合部1131、1132,且其周側蟬固有至少一穿 耳1133。該鎖接桿114軸向設有一螺孔ιΐ4ι,以供該第一 一連、、Ό ί干 11 2、11 3 之螺合部 1 i 2 1、11 2 2、11 3 1、11 3 2 鎖接。該轉折接頭115的兩端部具有螺孔1151、1152,其 中螺孔11 51可供第二連結桿11 3的螺合部11 3 2螺接。 該等擋桿12可經由第二連結桿113的穿耳1133橫向 搭°又在該等支撐桿11凸出地表面處,並且藉由鋼索121 捆°又固結於該等支撐桿11上,使該等支撐桿11與該等擋 杯12形成預定格狀大小之栅欄。 該等斜撐桿1 3,其結構組成概與支撐桿11相同,是 以合金鋼經熱處理硬化,而具有耐衝擊之材質所製成,其 包括有連結支撐桿丨丨之轉折接頭丨丨5的螺孔π 52之接合 端131’及一該接合端131延設而斜向插入地表的固定端 1 32。另该斜撐桿丨3與支撐桿丨丨、地面間會圍設形成一三 角狀區域1〇〇。 該二角狀區域100間箍設有該鋼筋網14,該鋼筋網 第8頁 本紙張尺度適用中國國家標準(CNS) Α4規格(2^297公楚 (請先閲讀背面之注意事項再填窝本頁)552338 V. Description of the invention (6) The embankments 21 on both sides of the road 2 are fixed in the river bed longitudinally at a certain distance and arranged horizontally. Referring to the third and fourth figures, these branch poles U are made of alloy steel through heat treatment hardening and have impact-resistant steel materials. They have a base 111, the first connecting rod 112, and the second connecting rod. A lever 113, a plurality of locking links 114, and a turning joint 115. The base ⑴ is disc-shaped, and a lock hole 1111 is provided at the central part thereof. The first connecting rod 112 is a round rod body, and f and rear ends thereof are screwed portions 1121 and 1122, respectively, and the peripheral side is welded with a unique digital block 1123. The second connecting rod 113 is a round rod body, and its front and rear ends are screwed portions 1131 and 1132, respectively, and at least one ear 1133 is formed on its peripheral side. The locking rod 114 is provided with a screw hole ιΐ4ι in the axial direction for the first joint, 2 、, and the screw joint portion 1 i 2 1, 11 2 2, 11 3 1, 11 3 2 Locked. Both ends of the turning joint 115 have screw holes 1151 and 1152, wherein the screw holes 1151 can be used for screwing the screwing portions 11 3 2 of the second connecting rod 1 13. The blocking rods 12 can be laterally overlapped through the ears 1133 of the second connecting rod 113 and are protruded at the ground surface of the support rods 11 and are bound to the support rods 11 by a steel cable 121. The support rods 11 and the baffle cups 12 are formed into a fence with a predetermined grid size. These oblique braces 1 3 have the same structural composition as the brace 11. They are made of alloy steel hardened by heat treatment and have impact resistance materials. They include turning joints that connect the braces 丨 丨 5 The joint end 131 ′ of the screw hole π 52 and a joint end 131 are extended and inserted obliquely into the fixed end 1 32 of the ground surface. In addition, the diagonal brace 丨 3 and the support bar 丨 丨 and the ground will be surrounded to form a triangular area 100. The reinforced mesh 14 is provided in 100 hoops in the two-cornered area. The reinforced mesh is on page 8. The paper size is applicable to the Chinese National Standard (CNS) A4 specification (2 ^ 297 cm). (This page)
552338 A7 B7 五、發明説明(7 ) 1 4為數鋼筋1 41交錯綜橫地焊固在支撐桿丨丨與斜撐桿i 3 上。 參閱二、五、六圖,該等預鎊板15乃相對應該三角 狀區域100而預鑄成型,可分別設置於該三角狀區域1〇〇 的兩侧,並藉由模板圍設而灌置混凝土 1 6,使該二預鑄板 15、鋼筋網14、斜撐桿13及支撐桿n連結成一支樓柱2〇〇 ,藉以增加攔阻裝置1整體的耐衝擊強度。 另外,參閱第一、二圖,該搁阻裝置1更可設置一補 強結構1 7用以增加整體強度。該補強結構丨7具有分別於 該攔阻裝置1上游且在河道2兩側堤岸21上以混凝土固結 的地樁171,及於該二地樁171上分別繫結至少一鋼索172 連結該攔阻裝置1之支撐桿11,藉此,當攔阻裝置丨之支 撐桿11與擔桿1 2受到衝擊時,可經由鋼索1 7 2導引受力 到該地樁1 71,藉以減輕攔阻裝置1直接的受衝擊力。 其施工,首先估算設定河道2上要設置多少道的攔阻 裝置1,而每一道攔阻裝置丨於組設時,其支撐桿u與擋 桿1 2間的透孔會逐漸朝向下游而漸次縮小。其次,在設置 攔阻裝置1之支撐桿11前,必須先在河道2之中下游縱向 鑿設成橫向排列且適當距離與深度之樁孔,每一樁孔可供 一支撐桿11容設其内。 參閱第二、三、四圖,依照河道2上樁孔的深度交替 鎖接第一連結桿11 2與鎖接桿114,然後依需要突出地表 的高度再交替鎖接第二連結桿113與鎖接桿114,最後再 螺設該轉折接頭11 5而組接完成該支撐桿1丨。之後,如第 第9頁 本紙張尺度適用中國國家標準(®S) A4規格(210X297公釐) (請先閲讀背面之注意事項再填寫本頁)552338 A7 B7 V. Description of the invention (7) 1 4 The number of reinforcing bars 1 41 are staggered and welded on the supporting rod 丨 丨 and the diagonal supporting rod i 3. Referring to the second, fifth, and sixth drawings, the pre-pound plates 15 are formed in a shape corresponding to the triangular area 100, and can be respectively disposed on both sides of the triangular area 100, and filled with a template. The concrete 16 connects the two slabs 15, the reinforced mesh 14, the diagonal bracing rod 13 and the supporting rod n into a building pillar 2000, thereby increasing the impact resistance strength of the blocking device 1 as a whole. In addition, referring to the first and second figures, the holding device 1 may further be provided with a reinforcing structure 17 to increase the overall strength. The reinforcing structure 7 has ground piles 171 which are respectively upstream of the blocking device 1 and are concrete-consolidated on the banks 21 on both sides of the river channel 2, and at least one steel cable 172 is tied to the two ground piles 171 to connect the blocking device. 1 supporting rod 11, whereby when the supporting rod 11 and the supporting rod 12 of the blocking device 丨 are impacted, the force can be guided to the ground pile 1 71 through the steel cable 1 7 2 to reduce the blocking device 1 directly. Affected by impact. For construction, first estimate how many blocking devices 1 are to be set on the channel 2. When each blocking device is set up, the through hole between the support rod u and the blocking rod 12 will gradually decrease toward the downstream. Secondly, before setting up the supporting rods 11 of the blocking device 1, it is necessary to first longitudinally arrange pile holes in the middle and lower reaches of the river channel 2 at a proper distance and depth, each of which can be accommodated by a supporting rod 11 . Referring to the second, third, and fourth drawings, alternately lock the first connecting rod 112 and the locking rod 114 according to the depth of the pile hole on the river channel 2, and then alternately lock the second connecting rod 113 and the lock according to the height of the ground surface as required. The connecting rod 114 is finally screwed with the turning joint 115 to complete the supporting rod 1 丨. Afterwards, as shown on page 9 This paper size applies the Chinese National Standard (®S) A4 specification (210X297 mm) (Please read the precautions on the back before filling this page)
552338 A7 B7 五、發明説明(8 ) 二、三、五圖所示,將組接後之支撐桿u置入於每一樁孔 中,並且將混凝土灌入該樁孔内,使得各該支撐桿u藉由 混凝土與大地相連結,然後將各擋桿1 2橫向設置於支撐桿 11之間,並且依附在該支樓桿11侧邊,再藉由鋼索1 21 穿過各該第二連結桿113的穿耳1133,而將擋桿121繫結 於支樓桿11上。接著,如第三、四、五圖所示,將每一轉 折接頭11 5的螺孔11 52設置呈朝向河道2下游的方向,然 後依照轉折接頭11 5與地面的轉折角度相對應設置一可供 斜撐桿1 3插設的容置孔,再將各該斜撐捍1 3插設入各該 容置孔,並與轉折接頭11 5相連結,最後再於各容置孔内 灌置混凝土(其設置方式概與支撐桿u相同),使斜撐桿 1 3能夠與支撐桿11連結並定位於地表上,則該等斜撐桿 1 3、支撐桿11與地表間即會形成三角狀區域丨〇 〇。如第四、 五、六圖所示,然後再於該三角狀區域1〇〇間以數鋼筋141 交錯綜橫地焊固在支撐桿11與斜撐桿1 3上,並將二相對 應該三角狀區域1 〇 〇形狀的預鑄板丨5分別設置於該三角狀 區域1 0 0的兩側,且藉由模板圍設而灌置混凝土 1 6,使該 二預鎢板1 5、鋼筋網14、斜撐桿1 3及支撐桿11連結成一 支撐柱2 0 0 ’即能完成一道攔阻裝置1之結構組成。 此外’參閱第一、二圖,該河道2之堤岸21更可設 置多處斜向河道2下游方向的清運口 211,使得清運砂石 用之重機械能夠方便進入河道2内清理攔阻後的砂石。 其使用’參閱第一、二、五圖,該棚阻裝置1在一般 的情況下’會依其支撐桿11與擋桿1 2間的透孔大小漸次地 第10頁 本^張尺度適用中國國家) A4^^x297錄) - ' (請先閲讀背面之注意事項再填寫本頁)552338 A7 B7 V. Description of the invention (8) As shown in Figures 2, 3, and 5, the assembled supporting rods u are placed in each pile hole, and concrete is poured into the pile holes so that each of the supports The rod u is connected to the ground by concrete, and then each of the retaining rods 12 is horizontally arranged between the supporting rods 11 and attached to the side of the supporting rod 11 and then passed through the second connection by a steel cable 1 21 The ear 113 of the lever 113 penetrates, and the blocking lever 121 is tied to the branch pole 11. Next, as shown in the third, fourth, and fifth figures, the screw holes 11 52 of each of the turning joints 115 are set to face the downstream of the river channel 2, and then according to the turning angle of the turning joints 115 and the ground, a The accommodating holes for the oblique stays 1 3 are inserted, and then each of the oblique stays 13 is inserted into the accommodating holes, and connected with the turning joint 11 5, and finally filled in the accommodating holes. Concrete (the setting method is almost the same as that of the supporting rod u), so that the diagonal bracing rods 13 can be connected to the supporting rod 11 and positioned on the ground surface, then the inclined braces 1 3, the supporting rod 11 and the surface will form a triangle. Like area 丨 〇〇. As shown in the fourth, fifth, and sixth figures, the triangle-shaped area 100 is then staggered and welded to the support rod 11 and the diagonal support rod 13 with a plurality of reinforcing bars 141, and two are corresponding to the triangle. The fascia board with a shape of 100 in the shape area is respectively set on both sides of the triangular area 100, and the concrete is filled with the formwork by enclosing the formwork 16 to make the two pre-tungsten plates 15 and the steel mesh. 14. The oblique brace 13 and the support pole 11 are connected to form a supporting column 2 0 0 ′, which can complete the structural composition of a blocking device 1. In addition, referring to the first and second figures, the bank 21 of the river channel 2 can be provided with a plurality of clearing ports 211 diagonally downstream of the river channel 2, so that heavy machinery for removing sand and gravel can easily enter the river channel 2 after being cleared and blocked. Gravel. Its use 'refer to the first, second, and fifth drawings, the shed resistance device 1 under normal conditions' will gradually increase the size of the through-hole between the support rod 11 and the blocking rod 12 on page 10. This standard applies to China Country) A4 ^^ x297)-'(Please read the precautions on the back before filling this page)
552338 B7 五、發明説明(9 ) 將砂石攔阻,而使得河道的流動水流含石量減少,若考慮 支撐桿11與擋桿1 2間的透孔無法阻擋較細小的砂石,更可 於攔阻裝置1下游設置至少一道沉澱池,則進入河道2的流 動水流所夾帶的沉積物質就能夠減至最輕。藉此,將河道2 中的砂石漸次攔阻後,河道2内之砂石就不會隨著流動水流 流至低漥地區形成淤積,所以本發明若能實際做好定期清 理工作,其廣泛運用在河道2上,係能達到分次攔阻個別清 運之效用,進而防止河川淤積之情事發生,而且相較於習 用的攔阻工程更可減輕清運成本與工時的負擔,並對於河 川的疏通效果上也會相對提昇,更甚者還可避免河川土石 淤積形成土石流的潛在危機。 參閱第七、八圖,本發明「防止河道淤積之系統」之 第二較佳實施例,主要是以至少一道攔阻裝置3設置在河 道4上’且該專棚阻裝置3能與河道4二側堤岸41相結合 ’用以攔阻河道4内流動水流所夾帶的砂石,進而防止河 道4產生;於積現象’該棚阻裝置3包含有二地錯31、一設 置於河道4上的攔阻框架3 2、至少二翼網3 3,及一攔阻網 34,其中: 該地錨31,是以合金鋼經熱處理之材質所製成,係分 別設置於河道4兩侧之堤岸41處並可與堤岸41相接合。 該攔阻框架3 2 ’是以鋼材組設而成立方框體,並可擺 置在河道4上,其具有一與河道4之流動水流流動方向同 向的前側框321、一後側框322、一底框323、一頂框324 、一左侧框325,及一右側框326,其中該底框323接設有 第11頁 (請先閲讀背面之注意事項再填寫本頁) 訂—552338 B7 V. Description of the invention (9) Blocking sand and gravel, so that the stone content of the flowing water in the river channel is reduced. If you consider that the through-holes between the support rod 11 and the blocking rod 12 cannot block the finer sand, it is more useful. At least one sedimentation tank is arranged downstream of the blocking device 1, so that the sedimentary material entrained by the flowing water flowing into the river channel 2 can be minimized. With this, after the sand and gravel in the channel 2 are gradually blocked, the sand and gravel in the channel 2 will not flow to the low-lying area to form siltation with the flowing water. Therefore, if the present invention can actually do regular cleaning, it will be widely used. On River 2, it can achieve the effect of blocking individual removals in stages, thereby preventing the occurrence of river siltation. Compared with the conventional blocking works, it can reduce the burden of removal costs and man-hours, and clear the rivers. The effect will be relatively improved, and even the potential crisis of earth and rock sedimentation in rivers can be avoided. Referring to the seventh and eighth drawings, the second preferred embodiment of the "system for preventing river siltation" of the present invention is mainly provided with at least one blocking device 3 on the river channel 4 ', and the special shed blocking device 3 can communicate with the river channel 42. The combination of side bank 41 is used to block the sand and gravel entrained by the flowing water in the river channel 4 to prevent the generation of the river channel 4; the accumulation phenomenon. The shed resistance device 3 includes two ground faults 31 and a blockage provided on the river channel 4. Frame 3 2, at least two wing nets 3 3, and a blocking net 34, of which: the ground anchor 31 is made of alloy steel heat-treated material, and is respectively arranged on the banks 41 on both sides of the river channel 4 and can be It is joined to the bank 41. The blocking frame 3 2 ′ is made of steel and formed into a box body, and can be placed on the river channel 4. The blocking frame 3 2 ′ has a front side frame 321, a rear side frame 322, and a rear side frame 322. A bottom frame 323, a top frame 324, a left frame 325, and a right frame 326, of which the bottom frame 323 is provided on page 11 (please read the precautions on the back before filling in this page) Order —
552338 A7 --------iZ__ 五、發明説明(切) 數連梓3231,以增加其與地表之接觸面積。 (請先閲讀背面之注意事項再填寫本頁} 該二翼網33,以鋼索繫結成一定透孔大小之網體,分 別具有一連結該地錨31的一端,及一連結該左側框325 或右側框326的另端。 5亥攔阻網34是以鋼索編織於各該攔阻框架32的後側 框322上。 以上所述為本創作第二較佳實施例結構特徵之說明 至於其使用方式概略與第一較佳實施例相同,故不再加 以贊述。 參閱第九至十三圖,本發明「防止水庫進水處淤積之 系統」之第一較佳實施例,主要是將至少一道攔阻裝置5 没置在水庫之引水道6上,且該等攔阻裝置5能與水庫引水 道6二側堤岸相結合,用以攔阻引水道6内流動水流所夾帶 的砂石,進而防止水庫產生淤積現象,該攔阻裝置5包含有: 數支撐桿51,相對設置於水庫引水道6兩側堤岸間, 呈一定間距而縱向排列地插固於引水道6上。 數擋桿52’橫向搭接在該等支撐桿51上,使該等支 撑桿5 1與該等擋桿52形成預定格狀大小之柵攔。 數斜撐桿53,其結構組成概與支撐桿5丨相同,是以 合金鋼經熱處理硬化,而具有耐衝擊之材質所製成,其包 括有連結支撐桿51之接合端531,及一該接合端531延設 而斜向插入地表的固定端532。 該引水道6内具有至少一條過濾渠道61,及於過濾渠 道61兩側形成之内堤62,該過濾渠道61是為該引水道6 第12頁 本紙張尺度適用中國國家標準(CNS) A4規格(210X297公釐) 552338 五、發明説明( 的内流渠,其深择士认# 、衣度大於该引水道6,乃供平時進水流流入 水庫的蓄水潭之用。 該攔阻裝置5為豎立於過濾渠道61、内堤62上的格 賴,而每一攔阻裝置5沿著該引水道6進水流流向蓄水 潭的方向漸次縮小其透孔大小。 此外,該引水道6内且位於該等攔阻裝置5的下游處 更可设置至少一沉搬池7。 參閱第九、+、4· m #ι〇 十十一圖,該攔阻裝置5之支撐桿51是以 合金鋼經熱處理硬化,而具有耐衝擊強度,主要是由一底 座5Π數第一連結桿512、數第二連結桿513、數鎖接桿514 及轉折接頭515。參閱第十二圖,該底座511呈圓盤狀, 其中央j部設有一鎖孔5111。該第一連結桿512是一圓桿 體’其刚、後端部分別為螺合部5丨2丨、5丨2 2,且其周側焊 固有數定位塊5123。該第二連結桿513是一圓桿體,其前、 後端部分別為螺合部5131、5132 ,且其周側焊固有至少一 穿耳5133。該鎖接桿514軸向設有一螺孔5141,以供該第 一、二連結桿 512、51 3之螺合部 5121、5122、5131、5132 鎖接。該轉折接頭515的兩端部具有螺孔5151、5152,其中 一螺孔51 51可供第二連結桿51 3的螺合部5132螺接。 其施工,如第九、十、十一圖所示,利用鑽探機具於過 濾渠道61、内堤62上橫向鑿設數適當間距與深度之樁孔, 然後將組結完成的各該支撐桿51插設入樁孔内,並且以混 凝土灌I ’使付各該支樓桿51藉由混凝土與大地相連結, 然後將各擋桿52橫向設置於支撐桿51之間,並且依附在該 第13頁 本紙張尺度適用中國國家標準(CNS) A4規格(210X297公釐) (請先閲讀背面之注意事項再填寫本頁) 、τ. 552338 A7 ---- —___B7_ 五、發明説明(尥) 支撐桿51側邊,再藉由鋼索521穿過各該第二連結桿513的 穿耳5133,而將擋桿52繫結於支撐桿51上。接著,如第十 一、十二、十三圖所示,將每一轉折接頭515的螺孔5152 没置呈朝向引水道6下游的方向,然後依照轉折接頭51 5與 地面的轉折角度相對應設置一可供斜撐桿53插設的容置 孔’再將各該斜撐桿5 3插設入各該容置孔,並與轉折接頭 51 5相連結,最後再於各容置孔内灌置混凝土(其設置方式 概與支撐桿51相同),使斜撐桿5 3能夠與支撐桿51連結並定 位於地表上,則該等斜撐桿53、支撐桿51與地表間即會形 成二角狀區域300。參閱第十一、十三、十四圖,然後再於 該三角狀區域300間以數鋼筋541交錯綜橫地焊固在支撐桿 51與斜撐桿5 3上而形成一鋼筋網5 4,並將二相對應該三角 狀區域300形狀的預鑄板55分別設置於該三角狀區域3〇〇的 兩側,且藉由模板圍設而灌製混凝土 56 ,使該二預鎊板55、 鋼筋網54、斜撐桿53及支撐桿5丨連結成一支撐柱4〇〇,即能 元成一道攔阻裝置5之結構組成,故依此組結方式即能完成 多道的攔阻裝置5,此外,為使攔阻效果更佳,更可再於該 等攔阻裝置5的下游處鑿設至少一具有適當深度與擴度之乂 沉澱池7,以用於沉積顆粒較小沙土或泥漿,即可完成施工。 由習用技藝介紹可知,水庫是一種儲水用的超大型儲 水槽,所以固狀物沉積於儲水槽中而相對降低蓄水量是顯 而易知的,但一般水庫之引水道6的源頭都是源自於高山水 源地,因此引水道6中通常都具有高含量的土石,而這些土 石容易隨著水的流動而移位進入水庫之蓄水潭中,有鑑於 第14頁 本紙張尺度巾關家標準(哪)A4· (21GX297公釐) (請先閲讀背面之注意事項再填寫本頁)552338 A7 -------- iZ__ 5. Description of the Invention (Cut) Number of 3321 to increase the contact area with the ground. (Please read the precautions on the back before filling in this page} The two-wing net 33 is tied with steel cables to form a mesh with a certain through-hole size, each having an end connected to the ground anchor 31 and a left frame 325 or The other end of the right frame 326. The 5H block net 34 is braided with steel cables on the back frame 322 of each block frame 32. The above description is a description of the structural features of the second preferred embodiment of the creation, and its use is outlined. It is the same as the first preferred embodiment, so it will not be described again. Referring to the ninth to thirteenth drawings, the first preferred embodiment of the "system for preventing sedimentation at the water inlet of the reservoir" of the present invention is mainly to block at least one The device 5 is not placed on the diversion channel 6 of the reservoir, and the blocking devices 5 can be combined with the embankment on the two sides of the diversion channel 6 of the reservoir to block the sand and gravel entrained by the flowing water in the diversion channel 6 to prevent siltation of the reservoir. Phenomenon, the blocking device 5 includes: a plurality of supporting rods 51, which are oppositely arranged between the banks on both sides of the reservoir diversion channel 6, and are fixedly arranged on the diversion channel 6 at a certain distance and longitudinally. The support rods 51 The supporting rods 51 and the blocking rods 52 are formed into a grid of a predetermined grid size. The number of inclined supporting rods 53 is almost the same in structural composition as the supporting rods 5 and is hardened by heat treatment of alloy steel and has a resistance to heat. It is made of impact material and includes a joint end 531 connecting the supporting rod 51 and a fixed end 532 extending from the joint end 531 and slantly inserted into the ground surface. The water diversion channel 6 has at least one filtering channel 61, and Inner dykes 62 formed on both sides of the filtering channel 61, which is for the water diversion channel 6 Page 12 This paper size applies the Chinese National Standard (CNS) A4 specification (210X297 mm) 552338 5. Description of the invention ( The canal, whose depth is selected by Shi Shi #, has a degree of clothing greater than that of the water diversion channel 6, and is used for the normal inflow of water into the reservoir's water storage pond. The blocking device 5 is a gray erected on the filtering channel 61 and the inner bank 62 Each blocking device 5 gradually reduces the size of its perforation along the direction of the inflow of the water diversion channel 6 toward the water storage pond. In addition, at least one can be provided in the water diversion channel 6 and located downstream of the blocking devices 5. Shen moving pool 7. See the ninth, +, 4 · m # ι 〇11. The support rod 51 of the blocking device 5 is hardened by heat treatment of alloy steel and has impact resistance. It is mainly composed of a base 5Π, the first connecting rod 512, the second connecting rod 513, and the lock. Post 514 and turning joint 515. Referring to the twelfth figure, the base 511 is disc-shaped, and a central hole 5111 is provided with a locking hole 5111. The first connecting rod 512 is a circular rod body, and its rigid and rear ends are respectively It is a screwing part 5 丨 2 丨, 5 丨 22, and its peripheral side welding unique number positioning block 5123. The second connecting rod 513 is a round rod body, and its front and rear ends are screwing parts 5131 and 5132, respectively. And at least one through ear 5133 is formed on the peripheral side of the welding. The locking rod 514 is provided with a screw hole 5141 in the axial direction for the screwing portions 5121, 5122, 5131, 5132 of the first and second connecting rods 512, 513. Locked. The turning joint 515 has screw holes 5151 and 5152 at both ends, and one of the screw holes 51 51 can be used for screwing the screwing portion 5132 of the second connecting rod 5 13. In the construction, as shown in the ninth, tenth, and eleventh figures, a number of pile holes of appropriate spacing and depth are horizontally drilled on the filtering channel 61 and the inner bank 62 by using drilling rigs, and then each of the supporting rods 51 that have been assembled are assembled. It is inserted into the pile hole, and each of the branch poles 51 is connected to the ground by concrete with concrete pouring I ', and then each of the retaining rods 52 is horizontally arranged between the supporting rods 51 and attached to the thirteenth. The paper size of this page applies the Chinese National Standard (CNS) A4 specification (210X297 mm) (Please read the precautions on the back before filling this page), τ. 552338 A7 ---- —___ B7_ V. Description of the invention (尥) Support The side of the lever 51 is further connected to the supporting lever 51 by the steel cable 521 passing through the ear 5133 of each of the second connecting levers 513. Next, as shown in the eleventh, twelfth, and thirteenth drawings, the screw holes 5152 of each of the turning joints 515 are not oriented toward the downstream of the water diversion channel 6, and then the turning joints 51.5 correspond to the turning angle of the ground. An accommodating hole for inserting the inclined brace 53 is provided, and then each of the inclined brace 5 3 is inserted into each of the accommodating hole, and is connected with the turning joint 51 5, and finally in each accommodating hole. Pouring concrete (the setting method is almost the same as that of the support rod 51), so that the inclined brace 53 can be connected to the support rod 51 and positioned on the ground surface, then the inclined brace 53, the support rod 51 and the ground surface will be formed Two angular regions 300. Referring to the eleventh, thirteenth, and fourteenth drawings, then the triangular area 300 is welded to the support rod 51 and the diagonal support rod 5 3 with a number of reinforcing bars 541 in a staggered manner to form a reinforcing mesh 5 4. The two fascia plates 55 corresponding to the shape of the triangular area 300 are set on the two sides of the triangular area 300 respectively, and the concrete 56 is poured by the formwork enclosing, so that the two pre-pound plates 55 and the steel mesh are reinforced. 54. The diagonal brace 53 and the supporting rod 5 are connected to form a supporting column 400, which can form a structure of a blocking device 5. Therefore, multiple blocking devices 5 can be completed in this way. In addition, To make the blocking effect better, at least one concrete sedimentation tank 7 with an appropriate depth and expansion can be dug downstream of the blocking device 5 for depositing sand or mud with small particles, and the construction can be completed. According to the introduction of conventional techniques, the reservoir is a very large water storage tank for water storage, so it is obvious and easy to know that solids are deposited in the water storage tank and the water storage capacity is relatively reduced, but the source of the water channel 6 of the general reservoir is It is derived from the source of high mountain water, so the diversion channel 6 usually has a high content of earth and stones, and these earth and stones are easily displaced with the flow of water into the reservoir's water pond. Guan Jia Standard (Which) A4 · (21GX297 mm) (Please read the precautions on the back before filling this page)
552338 五、發明説明(Μ ) 此,本發明乃藉由漸次縮小透孔大小的攔阻裝置5將大小土 石依序攔阻,使得水庫之蓄水潭的蓄水容量不會發生極速 縮減,而影響水庫於實際上之使用年限。 其使用,參閱第九、十、十一圖,該過濾渠道61上的 拇攔在一般的情況下,會依其透孔的大小漸次地將固狀物 (砂石)攔阻,而使得引水道6的進水流含石量減少,再經 過沉澱池7將細小砂石沉積,則進入水庫之蓄水潭中的進水 流所夾帶的沉積物質就能夠減至最輕。此外,當豪大雨發 生時’该引水道6之過濾渠道6 1的水深高度溢過内堤6 2,則 可藉由内堤62上的栅攔與過濾渠道η内的柵攔攔阻土石等 固狀沉積物,又,由於該等固狀物並非浮出水面流動,所 以谷易受到擋阻而停止移位,或者是經由内堤6 2上之栅欄 攔阻而流入過濾渠道6 1中,然後再受到過濾渠道6丨内的柵 欄攔阻’因此’無論天候的狀況,本發明皆能發揮出最佳 的攔阻效果,使該水庫的蓄水潭蓄水量能夠發生淤積的現 象降至最低,而相對延長水庫之使用壽命。 其清理’當過濾渠道61與内堤6 2上的柵攔攔阻到達一 定數量之後,可藉由一般推土機具或是挖土機具直接開入 内% 6 2或是過濾渠道61内清理,所以在清理上是相當方便 且快速。 參閱第十五圖’本發明「防止水庫進水處淤積之系統 」之第二較佳實施例,該系統概略與上述第一較佳實施例 相同’主要是以至少一道攔阻裝置8設置在水庫之引水道 9上’且該等攔阻裝置8能與引水道9二侧堤岸相結合, 第15頁 本紙張尺度適用中國國家標準(CNS) A4規格(210X297公爱) 552338 A7 B7 五、發明説明(14 ) 用以攔阻引水道9内流動水流所夾帶的砂石,進而防止水 庫產生淤積現象,該攔阻裝置8包含有二地錫81、至少一 設置於引水道9上的攔阻框架8 2、至少二翼網8 3,及至少 一攔阻網8 4,其中: 該引水道9内設有至少一條過濾渠道9丨,及於過濾渠 道91兩側形成之内堤92,該過濾渠道91是為該引水道9 的内流渠’其深度大於該引水道9,乃供平時進水流流入 水庫的蓄水潭之用。 該地錨81,是以合金鋼經熱處理之材質所製成,係分 別設置於引水道9兩側之堤岸處並可與堤岸相合。 該攔阻框架82,是以鋼材組設而成立方框體,並可擺 置在引水道9上,其具有一與引水道9之流動水流流動方 向同向的前側框821、一後側框822、一底框823、一頂框 824、一左側框825,及一右側框826,其中該底框823接 設有數連桿8 2 3 1,以增加其與地表之接觸面積。 該一翼網8 3 ’是以鋼索繫結成一定透孔大小之網體, 分別具有一連結該地錨81的一端,及一連結該左側框8 2 5 或右側框826的另端。 該攔阻網84是以鋼索841編織於各該攔阻框架82的 後側框822上。 以上所述為本創作防止水庫進水處淤積之系統的第 二較佳實施例結構特徵之說明,至於其使用方式概略與第 一較佳實施例相同,故不再加以贅述。 將本發明「防止河道、水庫進水處淤積之系統」所能 第16頁 本紙張尺度適用中國國家標準(CNS) A4規格(210X297公釐) (請先閲讀背面之注意事項再填窝本頁)552338 V. Description of the invention (M) Therefore, the present invention is to block the large and small earth and stones in sequence by the blocking device 5 which gradually reduces the size of the through hole, so that the storage capacity of the reservoir's water pool will not be reduced rapidly and affect the reservoir. Based on the actual service life. For its use, see Figures 9, 10, and 11. Under normal circumstances, the thumb block on the filtering channel 61 will gradually block the solid (sandstone) according to the size of its through-holes, so as to make the water channel The water content of the inflow of 6 is reduced, and then fine sand and gravel are deposited through the sedimentation tank 7, and the sedimentary material entrained by the inflow of the water pool entering the reservoir can be minimized. In addition, when heavy rain occurs, the water depth of the filtering channel 61 of the water diversion channel 6 overflows the inner bank 62, and the earth and rocks can be blocked by the barrier on the inner bank 62 and the barrier in the filtering channel η. Also, because these solids do not float on the surface and flow, the valley is vulnerable to obstruction and stops moving, or flows into the filtering channel 61 through the barrier on the inner bank 62, and then It is again blocked by the fence in the filtering channel 6 ′. Therefore, the present invention can exert the best blocking effect regardless of the weather conditions, so as to minimize the accumulation of water in the reservoir's water storage pond, and Relatively prolong the service life of the reservoir. Its clean-up 'When the barriers on the filtering channel 61 and the inner bank 62 have reached a certain number, they can be directly cleaned by general bulldozers or shovels. The cleaning can be done in the filtering channel 61 or the filtering channel 61. It is quite convenient and fast. See the fifteenth figure, "The second preferred embodiment of the" system for preventing siltation at the inlet of the reservoir "of the present invention, which is roughly the same as the first preferred embodiment described above." It is mainly provided at least one blocking device 8 in the reservoir The water channel 9 is on top of the water channel 9 and the blocking devices 8 can be combined with the two sides of the water channel 9. Page 15 This paper applies the Chinese National Standard (CNS) A4 specification (210X297 public love) 552338 A7 B7 V. Description of the invention (14) It is used to block the sand and gravel entrained by the flowing water in the water diversion channel 9, thereby preventing the reservoir from silting. The blocking device 8 includes two tin 81, at least one blocking frame 8 arranged on the water diversion channel 9, 2. At least two wing nets 8 3 and at least one blocking net 8 4, wherein: the water diversion channel 9 is provided with at least one filtering channel 9 丨 and inner banks 92 formed on both sides of the filtering channel 91. The filtering channel 91 is The inner channel of the diversion channel 9 is deeper than the diversion channel 9 and is used for the normal inflow of water into the reservoir pond. The ground anchors 81 are made of alloy steel heat-treated materials, and are respectively arranged at the banks on both sides of the diversion channel 9 and can be combined with the banks. The blocking frame 82 is a block body made of steel and can be placed on the diversion channel 9. The blocking frame 82 has a front side frame 821 and a rear side frame 822 in the same direction as the flowing water flow direction of the diversion channel 9. A bottom frame 823, a top frame 824, a left frame 825, and a right frame 826. The bottom frame 823 is connected with a number of links 8 2 3 1 to increase its contact area with the ground. The one-wing net 8 3 ′ is a mesh body tied with steel cables to a certain size of a through hole, each having one end connected to the ground anchor 81 and the other end connected to the left frame 8 2 5 or the right frame 826. The blocking net 84 is braided with a steel cable 841 to a rear side frame 822 of each blocking frame 82. The above is the description of the structural features of the second preferred embodiment of the system for preventing sedimentation at the water inlet of the reservoir. As the outline of its use is the same as that of the first preferred embodiment, it will not be described again. The system of the present invention "preventing sedimentation in rivers and reservoirs" Page 16 This paper size applies the Chinese National Standard (CNS) A4 specification (210X297 mm) (Please read the precautions on the back before filling in this page )
552338 A7552338 A7
五、發明説明(15 獲得之功效與優點敘述如后: (請先閲讀背面之注意事項再填寫本頁) 1、 本發明施工簡易、工期短,能快速且有效抑制土 石進入水庫中,或有效降低河道2、4發生淤積的現象。 2、 本發明僅需由既定的構件組結,並配合混凝土的 結合,就能夠建造完成,故相較於習用的攔阻結構,具有 降低建造成本之功效增進。 3、 本發明在使用一段時間後,可直接以一般機具進 入清理,所以在清理上相當方便,而可提供長久的循環使 用。 4、 由於本發明中用於攔阻的結構大都是藉由合金鋼 經熱處理之耐衝擊材質組設而成,因此可承受強大的衝擊 力而不會產生毀損,故相較於習用的攔阻結構,具有較長 的使用壽命。 惟以上所述者,僅為本發明之四較佳實施例而已,當 不能以此限定本發明實施之範圍,即大凡依本發明申請專 利範圍及發明說明書内容所作之簡單的等效變化及修飾, 皆應仍屬本發明專利涵蓋之範圍内。 第17頁 本紙張尺度適用中國國家標準(CNS) A4规格(210X297公釐) 552338 A7 B7 五、發明説明(1枝) 【元件標號對照】 圖式中之參照號數: 本發明部分: 1 攔阻裝置 11 支撐桿 111 底座 1111 鎖孔 112 第一連結桿 1121 螺合部 1122 螺合部 1123 定位塊 113 第二連結桿 1131 螺合部 1132 螺合部 1133 穿耳 114 鎖接桿 1141 螺孔 115 轉折接頭 1151 螺孔 1152 螺孔 12 擋桿 121 鋼索 13 斜撐桿 131 接合端 132 固定端 14 鋼筋網 141 鋼筋 15 預鑄板 16 混凝土 17 補強結構 171 地樁 172 鋼索 2 河道 21 堤岸 3 攔阻裝置 31 地錨 32 攔阻框架 321 前侧框 322 後侧框 323 底框 323 1 連桿 324 頂框 325 左側框 326 右側框 33 翼網 第18頁 (請先閲讀背面之注意事項再填寫本頁) 本紙張尺度適用中國國家標準(CNS) A4规格(210X297公釐) 552338 A7 B7 五、發明説明(Π 34 攔阻網 4 河道 5 攔阻裝置 51 支撐桿 511 底座 5111 鎖孔 512 第一連結桿 5121 螺合部 5122 螺合部 5123 定位塊 513 第二連結桿 5131 螺合部 5132 螺合部 5133 穿耳 514 鎖接桿 5141 螺孔 515 轉折接頭 5151 螺孔 5152 螺孔 52 擂桿 521 鋼索 53 斜撐桿 531 接合端 532 固定端 54 鋼筋網 541 鋼筋 55 預鑄板 56 混凝土 6 引水道 61 過滤渠 62 内堤 7 沉澱池 8 攔阻裝置 81 地鋪 82 攔阻框架 821 前側框 822 後側框 823 底框 8231 連桿 824 頂框 825 左侧框 826 右侧框 83 翼網 84 攔阻網 9 引水道 91 過濾、渠V. Description of the invention (15 The effects and advantages obtained are described as follows: (Please read the precautions on the back before filling this page) 1. The invention has simple construction and short construction period, and can quickly and effectively inhibit the entry of earth and stones into the reservoir, or it is effective It can reduce the phenomenon of siltation in rivers 2 and 4. 2. The present invention can be completed only by combining predetermined components and combining with the combination of concrete. Therefore, compared with the conventional blocking structure, it has the effect of reducing the construction cost. 3. After using the invention for a period of time, it can be directly cleaned by general equipment, so it is very convenient in cleaning, and can provide long-term recycling. 4. Because the structures used in the invention for blocking are mostly made of alloys The steel is made of heat-resistant and impact-resistant materials, so it can withstand strong impact forces without damage, so it has a longer service life than the conventional blocking structure. The fourth preferred embodiment of the invention is only, when the scope of implementation of the present invention cannot be limited by this, that is, the scope of patent application and the description of the invention according to the present invention The simple equivalent changes and modifications made in the content of the book should still fall within the scope of the patent of the present invention. Page 17 This paper size applies the Chinese National Standard (CNS) A4 specification (210X297 mm) 552338 A7 B7 V. Invention Description (1 branch) [Comparison of component numbers] Reference numbers in the drawings: Part of the invention: 1 Stop device 11 Support rod 111 Base 1111 Lock hole 112 First connecting rod 1121 Screwing portion 1122 Screwing portion 1123 Positioning block 113 Second connecting rod 1131 Screwed portion 1132 Screwed portion 1133 Piercing ear 114 Locking rod 1141 Screw hole 115 Knee joint 1151 Screw hole 1152 Screw hole 12 Stopper 121 Steel cable 13 Inclined brace 131 Joint end 132 Fixed end 14 Reinforcement mesh 141 Reinforcing bar 15 Slab 16 Concrete 17 Reinforcement structure 171 Ground pile 172 Steel cable 2 River channel 21 Embankment 3 Stop device 31 Ground anchor 32 Stop frame 321 Front side frame 322 Rear side frame 323 Bottom frame 323 1 Link rod 324 Top frame 325 Left frame 326 Right frame 33 Wing net page 18 (Please read the precautions on the back before filling this page) This paper size applies to China National Standard (CNS) A4 (210X29 7 mm) 552338 A7 B7 V. Description of the invention (Π 34 Blocking net 4 Channel 5 Blocking device 51 Support rod 511 Base 5111 Locking hole 512 First connecting rod 5121 Screwing portion 5122 Screwing portion 5123 Positioning block 513 Second connecting rod 5131 Screwing part 5132 Screwing part 5133 Piercing ear 514 Locking rod 5141 Screw hole 515 Knee joint 5151 Screw hole 5152 Screw hole 52 擂 Rod 521 Steel cable 53 Inclined brace 531 Joint end 532 Fixed end 54 Reinforcing wire mesh 541 Rebar 55 預鑄Plate 56 Concrete 6 Water channel 61 Filter canal 62 Inner bank 7 Sedimentation tank 8 Blocking device 81 Ground floor 82 Blocking frame 821 Front side frame 822 Rear side frame 823 Bottom frame 8231 Connecting rod 824 Top frame 825 Left frame 826 Right frame 83 Wing net 84 Blocking net 9 Diversion channel 91 Filtration
100 三角狀區域 第19頁 (請先閲讀背面之注意事項再填寫本頁) 本紙張尺度適用中國國家標準(CNS) A4規格(210X297公釐) 552338 A7 _B7_五、發明説明(18 )200 支撐柱 300 三角狀區域400 支撐柱 (請先閲讀背面之注意事項再填寫本頁) 20 本紙張尺度適用中國國家標準(CNS) A4規格(210X297公釐)100 Triangular area Page 19 (Please read the precautions on the back before filling this page) This paper size applies to Chinese National Standard (CNS) A4 specification (210X297 mm) 552338 A7 _B7_ V. Description of the invention (18) 200 Support Column 300 Triangular area 400 Support column (Please read the precautions on the back before filling this page) 20 This paper size applies to China National Standard (CNS) A4 (210X297 mm)
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
TW90132841A TW552338B (en) | 2001-12-28 | 2001-12-28 | A deposit prevention system for influx of rivers and reservoirs |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
TW90132841A TW552338B (en) | 2001-12-28 | 2001-12-28 | A deposit prevention system for influx of rivers and reservoirs |
Publications (1)
Publication Number | Publication Date |
---|---|
TW552338B true TW552338B (en) | 2003-09-11 |
Family
ID=31713450
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
TW90132841A TW552338B (en) | 2001-12-28 | 2001-12-28 | A deposit prevention system for influx of rivers and reservoirs |
Country Status (1)
Country | Link |
---|---|
TW (1) | TW552338B (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
TWI400383B (en) * | 2010-12-14 | 2013-07-01 | ||
CN108361140A (en) * | 2017-01-27 | 2018-08-03 | 巩志科 | Floating type solid overcurrent hydroelectric power system |
-
2001
- 2001-12-28 TW TW90132841A patent/TW552338B/en not_active IP Right Cessation
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
TWI400383B (en) * | 2010-12-14 | 2013-07-01 | ||
CN108361140A (en) * | 2017-01-27 | 2018-08-03 | 巩志科 | Floating type solid overcurrent hydroelectric power system |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US5697736A (en) | Seawalls and shoreline reinforcement systems | |
US9644334B2 (en) | Methods of and systems for controlling water flow, breaking water waves and reducing surface erosion along rivers, streams, waterways and coastal regions | |
KR20150143497A (en) | Stream debris restraining structure | |
CN102162225A (en) | Ecological bank protection method of riverway roofthrust position | |
CN107250460A (en) | Pre- ingot bar keeping wall method for preventing landslide | |
JP2004316081A (en) | Mudflow type debris flow catching erosion control dam | |
KR100554867B1 (en) | Method for soil erosion control works or shore protection works and structure for soil protection or shore protection | |
JP3186910B2 (en) | Permeable sabo dam | |
CN214363265U (en) | Flexible protection system for promoting silt and making land near nature | |
JP2963654B2 (en) | Ishiwari net revetment method | |
RU2321701C2 (en) | Weir construction method | |
TW552338B (en) | A deposit prevention system for influx of rivers and reservoirs | |
CN101824809A (en) | Large-gradient gravel river bank protective structure and river washout-resistant controlling method thereof | |
KR100574741B1 (en) | Various function of eco-ripple using fabric form and method for constructing the same | |
JP2001172936A (en) | Ground face protection structure and construction method therefor | |
CN220318450U (en) | Check dam structure for erosion ditch treatment | |
JP3364432B2 (en) | Stone retaining wall | |
KR100662011B1 (en) | Construction method of shore protector using reinforcing strip | |
JP4056522B2 (en) | Levee reinforced drain structure and levee reinforced drain construction method | |
CN110359464A (en) | Sprayed concrete structure beneficial to drainage and construction method thereof | |
TW201016930A (en) | Regulation method for river with the function of protecting bridge pier and dike, and with the function of forming sand and stone collecting specific area | |
CN214883728U (en) | Lattice retaining wall for geological disaster engineering | |
TWI766820B (en) | Earth-rock flow remediation structure of Yexi | |
TW201020374A (en) | River remediation method utilizing artificial scour-resistant riverbed and structure thereof | |
CN213625436U (en) | Dyke foot protective structure of river levee |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GD4A | Issue of patent certificate for granted invention patent | ||
MM4A | Annulment or lapse of patent due to non-payment of fees |