TWI273154B - Water guiding and anti-scouring device for bridge piers, and bridges and bridge piers using the water guiding and anti-scouring device - Google Patents

Water guiding and anti-scouring device for bridge piers, and bridges and bridge piers using the water guiding and anti-scouring device Download PDF

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TWI273154B
TWI273154B TW94102692A TW94102692A TWI273154B TW I273154 B TWI273154 B TW I273154B TW 94102692 A TW94102692 A TW 94102692A TW 94102692 A TW94102692 A TW 94102692A TW I273154 B TWI273154 B TW I273154B
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water guiding
water
pier
guiding
scouring device
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TW94102692A
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TW200626766A (en
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Shu-Chiun Chen
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Shu-Chiun Chen
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Abstract

This invention relates to a water guiding and anti-scouring device for bridge piers, and bridges and bridge piers using the water guiding and anti-scouring device. The bridge of this invention includes at least one bridge pier, where the front edge or peripheral edge of the bridge pier includes at least one water guiding and anti-scouring device. The water guiding and anti-scouring device is provided thereabove without at least one guide portion. The water guiding and anti-scouring device injects the water stream downwards or guides the water stream downwards so as to prevent gravels on the river bed from being soured or washed away.

Description

1273154 五、發明說明(1) 【發明所屬之技術領域】 本發明係隸屬一種橋墩 導水防沖刷裝置之橋及橋墩 橋徵以導引水流防止河床土 裝置案而言。 【先前技術】 之導水防沖刷裝置,及利用該 的技術領域,尤指裝置於橋、 石受到沖刷之一種導水防沖刷 按,習用傳統之柱狀橋墩八(如第十二圖所示),在 迎水面之水流B因橋墩A之阻擋,該水流6在墩前之水面 上會呈現擁水現象B1,水面下則沿著橋墩A壁向下射流β2 並於河床底部C形成渦流B3,經渦流β3長期沖刷會形成沖 刷坑C1,進而逐漸的掏空河床C使橋墩底部A1裸露,一旦 洪水大量沖刷可能導致橋墩下陷、裂損,甚至有斷橋之情 況發生。 經由上述的說明可知,傳統之橋墩不論是構成或使用 效果’由於設計未漆完善,而存在多項為人詬病之缺失, 無形中連π影響到人民生命、財產的安全問題,實有儘速 改善之必要。 、 m 【發明内谷】 有鑑於此,本案發明人乃藉由多年從事相關產品研發 與製造之經驗,積極尋求解決之方案,經長期努力的研^ 與試作’而有了本發明之「橋墩之導水防沖刷裝置,及2 用該導水防沖刷裝置之橋及橋墩」的產生。 其主要之目的,係提供一種「橋墩之導水防沖刷裝 置,及利用該導水防沖刷裝置之橋及橋墩」發明案,^11273154 V. INSTRUCTION DESCRIPTION OF THE INVENTION (1) Technical Field of the Invention The present invention relates to a bridge and a pier bridge of a bridge pier water guiding and anti-scouring device for guiding a water flow to prevent a riverbed soil device. [Prior Art] The water-conducting anti-scouring device, and the technical field using the same, especially a water-conducting anti-scouring device which is installed in the bridge and the stone is washed, and the conventional columnar pier 8 is used (as shown in the twelfth figure), The water flow B in the water-facing surface is blocked by the pier A, and the water flow 6 will have a water-carrying phenomenon B1 on the water surface in front of the pier, and a downward jet β2 along the wall of the pier A and a vortex B3 at the bottom C of the river bed. The long-term scouring of the vortex β3 will form the scour pit C1, and then the gradual hollowing out of the river bed C will expose the bottom A1 of the pier. Once the flood is washed, the pier may be sunken, cracked, or even broken. According to the above description, the traditional bridge piers have the effect of constituting or using. Because the design is not painted, there are many defects that are criticized by people. Invisible π affects the safety of people's lives and property, and it has been improved as soon as possible. Necessary. m [Inventive Inner Valley] In view of this, the inventor of the present invention actively seeks solutions through years of experience in research and development of related products, and has long-term efforts in research and trials to have the "bridge" of the present invention. The water guiding and anti-scouring device and the generation of the bridge and the pier with the water guiding and anti-scouring device. Its main purpose is to provide a "water-proof and anti-scour device for bridge piers, and the bridge and bridge pier using the water-proof anti-scour device", ^1

第5頁 1273154 -五、發明說明(2) 由該一高度創作之之導水裝置,俾使水流可有效的被往上 導引,以防止河床土石受到沖刷,避免橋墩底部被掏空裸 露形成危橋,以確保使用者生命、財產的安全。 而本發明主要係提供一種橋墩,其主要係在該橋墩之 前緣或周緣具有至少一導水防沖刷裝置,該導水防沖刷裝 置之上方具有至少一導引部,利用導水防沖刷裝置將水流 或向下射流往上導引以防止河床土石受到沖刷掏空者。 再者,本發明之一種橋,具有至少一橋墩,其主要係 在該橋墩之前緣或周緣具有至少一導水防沖刷裝置,該導 防沖刷裝置之上方具有至少一導引部,利用導水防沖刷 裝置將水流或向下射流往上導引以防止河床土石受到沖刷 掏空者。 而本發明之一種橋墩之導水防沖刷裝置,其主要係裝 設在橋墩之前緣或周緣,該導水防沖刷裝置具有外凸於橋 墩之導水緣,並於導水緣之外周緣或近外周緣上方具有至 少一導引部,而利用導水防沖刷裝置將水流或向下射流往 上導引以防止河床土石受到沖刷掏空者。 本發明另一種橋墩之導水防沖刷裝置,其主要係裝設 在橋墩之前緣或周緣,該導水防沖刷裝置係内凹於橋墩形 導水槽,並於導水槽下部之外周緣或近外周緣處設置至 少一導引部,而利用導水防沖刷裝置將水流或向下射流往 上導引以防止河床土石受到沖刷掏空者。 【實施方式】 為了讓 貴審查委員能進一步了解本發明的構成、特Page 5 1273154 - V. Description of the invention (2) The water-conducting device created by the height can effectively guide the water flow upwards to prevent the earth and stone in the river bed from being washed away, and avoid the danger of hollowing out at the bottom of the pier. Bridge to ensure the safety of users' lives and property. The present invention mainly provides a pier, which mainly has at least one water guiding and anti-scouring device at the front edge or the periphery of the pier, and the water guiding and anti-scouring device has at least one guiding portion above the water guiding and anti-scouring device. The lower jet is directed upwards to prevent the riverbed soil from being washed away. Furthermore, a bridge of the present invention has at least one pier, which is mainly provided with at least one water guiding and anti-scouring device at the front edge or the periphery of the pier, and the guiding anti-scouring device has at least one guiding portion above the water guiding and anti-scouring The device directs the water flow or the downward jet upward to prevent the river bed from being washed out by the hollow. The water guiding and anti-scouring device of the pier of the present invention is mainly installed at the front edge or the periphery of the pier, and the water guiding and anti-scouring device has a water guiding edge which is convexly protruded from the pier and above the outer edge of the water guiding edge or near the outer periphery. There is at least one guiding portion, and the water flow or the downward jet is guided upward by the water guiding anti-scour device to prevent the river bed soil from being washed out by the hollow. Another water guiding and anti-scouring device for a pier of the present invention is mainly installed at a front edge or a peripheral edge of the pier, and the water guiding and anti-scouring device is recessed in the pier-shaped water guiding trough, and is at a periphery or near the outer periphery of the lower portion of the gutter. At least one guiding portion is disposed, and the water flow or the downward jet is guided upward by the water guiding and anti-scouring device to prevent the river bed soil from being washed away by the hollow. [Embodiment] In order to allow your review board to further understand the composition of the present invention,

1273154 五、發明說明(3) 徵及其他目的,以下乃舉一較佳實施例,並配合圖式詳細 說明如后,同時讓熟習該項技術領域者能夠具體實施: 如第一、四、八、九圖所示,本發明主要係在橋墩1 之前緣或周緣具有至少一導水防沖刷裝置2,該導水防沖 刷裝置2之上方具有至少一導引部2 1,利用該導水防沖刷 裝置2將水流B之向下射流B2往上導引,如第二、五、七 圖中水流方向D所示,藉此,以防止河床土石受到沖刷掏 空者。 如第一、二、八、九圖之第一實施例所示,本發明之 _水防沖刷裝置2主要係具有一外凸於橋墩之導水緣2 2, 而導引部2 1則設置在導水緣2 2之外周緣或近外周緣上方, 藉此,可利用導水緣2 2阻擋向下之水流B (射流B2),再 由導引部2 1將水流B向上導引,如第二圖中水流方向D所 示。以防止向下射流B 2沖刷河床土石。 如第四、五、七、十、十一圖所示,本發明另一較佳 之實施例為,該導水防沖刷裝置2係内凹於橋墩1形成一 導水槽23,而導引部2 1則設置在導水槽2 3下部之外周緣或 近外周緣處。 如第四、五圖所示,另外,前述之導水防沖刷裝置2 II在導水槽2 3之上部形成有引水斜角2 4,藉此,可利用引 水斜角2 4將向下之水流B導引入導水槽2 3内,經循環再由 導引部2 1將水流B向上導引排出,如第五圖中水流方向D 所示者。以防止向下射流B 2沖刷河床土石。 如第一〜十一圖所示,而本發明導水防沖刷裝置2之1273154 V. INSTRUCTIONS (3) For other purposes, the following is a preferred embodiment, and the detailed description of the drawings will be followed by the following, and at the same time, those skilled in the art can implement: First, fourth, eighth As shown in FIG. 9 , the present invention mainly has at least one water guiding and anti-scouring device 2 at the front edge or the periphery of the pier 1 , and the water guiding and anti-scouring device 2 has at least one guiding portion 2 1 above, and the water guiding and anti-scouring device 2 is utilized. The downward jet B2 of the water stream B is guided upwards, as indicated by the water flow direction D in the second, fifth, and seventh diagrams, thereby preventing the riverbed soil from being washed away. As shown in the first embodiment of the first, second, eighth and ninth diagrams, the water-repellent scouring device 2 of the present invention mainly has a water guiding edge 2 2 which is convexly protruded from the pier, and the guiding portion 2 1 is disposed in the water guiding body. The outer edge of the edge 2 2 or the periphery of the outer periphery, whereby the water guiding edge 2 2 can block the downward water flow B (jet B2), and then the water flow B is guided upward by the guiding portion 21, as shown in the second figure. The middle water flow direction is shown as D. To prevent the downward jet B 2 from flushing the riverbed soil. As shown in the fourth, fifth, seventh, tenth and eleventh drawings, in another preferred embodiment of the present invention, the water guiding and anti-scouring device 2 is recessed in the pier 1 to form a water guiding groove 23, and the guiding portion 2 1 Then, it is disposed at the outer periphery or the outer periphery of the lower portion of the water guiding groove 23. As shown in the fourth and fifth figures, in addition, the water guiding and anti-scouring device 2 II described above is formed with a water guiding angle 24 at the upper portion of the water guiding groove 2 3, whereby the downward water flow B can be utilized by the water guiding angle 24 The guide is introduced into the water guide 2, and the water flow B is guided upward and discharged by the guiding portion 21, as shown by the water flow direction D in the fifth figure. To prevent the downward jet B 2 from flushing the riverbed soil. As shown in the first to eleventh drawings, the water guiding and anti-flushing device 2 of the present invention

1273154 -五、發明說明(4) 導引部21較佳者為一凸唇者。 ' 如第三、六圖所示,又,本發明之導水防沖刷裝置2 包含可設至少一個或多數個在橋之橋墩上,藉此,可依據 流水量來設置導水防沖刷裝置2數量以發揮最佳之導水效 果。 在第一實施例中,導水防沖刷裝置2係外凸於橋墩 1 ,故而實務上第一實施例尚可包含兩種作法,第一種為 在架設橋樑時,將本發明之導水防沖刷裝置2與橋墩1同 時一體成型;第二種則為橋墩1與導水防沖刷裝置2先各 製作完成後,再將導水防沖刷裝置2結合在橋墩1上。 第二種之做法也很適合使用在舊有之橋樑上,可防止 舊橋受水流之侵蝕。 本案之導水防沖刷裝置2之寬度實務上不需很大,只 需能夠防止水流B接觸橋墩1後向下之射流B 2即可。因導 水緣寬度太大時,其強度及接受撞擊之能力會相對減弱, 且製作成本較高。 而為了讓審查委貝能清楚的瞭解’本案在弟八〜十一 圖中已將導水防沖刷裝置2之比例予以放大,讓其結構更 清晰而利於一目了然。 ® 透過上述的說明,本發明之「橋墩之導水防沖刷裝 置,及利用該導水防沖刷裝置之橋及橋墩」案,其藉由該 一創新之導水防沖刷裝置,俾使水流可有效的被往上導 引,以防止河床土石受到沖刷,避免橋墩底部被掏空裸露 形成危橋,以確保使用者生命、財產的安全。1273154 - V. Description of the Invention (4) The guiding portion 21 is preferably a convex lip. As shown in the third and sixth figures, in addition, the water guiding and anti-scouring device 2 of the present invention comprises at least one or a plurality of bridge piers on the bridge, whereby the number of water guiding and anti-scouring devices 2 can be set according to the amount of water flowing. Give the best water guiding effect. In the first embodiment, the water guiding and anti-flushing device 2 is convexly protruded from the pier 1 , so the first embodiment can still include two methods. The first one is to guide the water guiding and anti-scouring device of the present invention when the bridge is erected. 2 and the pier 1 is integrally formed at the same time; the second is that the pier 1 and the water guiding and anti-flushing device 2 are respectively fabricated, and then the water guiding and anti-scouring device 2 is combined on the pier 1. The second method is also very suitable for use on old bridges to prevent the old bridge from being eroded by water. The width of the water guiding and anti-scouring device 2 of the present invention does not need to be large, and it is only necessary to prevent the water flow B from contacting the bridge B and the downward jet B 2 . When the width of the water guiding edge is too large, its strength and ability to withstand impact are relatively weak, and the manufacturing cost is high. In order to let the review committee know clearly, 'the case has enlarged the proportion of the water-proof anti-scour device 2 in the eighth to eleventh figure, so that the structure is clearer and clear at a glance. Through the above description, the "water-proof and anti-scour device for bridge piers and the bridge and bridge pier using the water-conducting anti-scour device" of the present invention, by means of the innovative water-proof anti-scour device, can effectively make the water flow be effectively Guide upwards to prevent the earth and stone in the riverbed from being washed away, to prevent the bottom of the pier from being hollowed out to form a dangerous bridge to ensure the safety of the user's life and property.

1273154 五、發明說明(5) 綜上所述,本發明可有效解決傳統橋墩所致生之缺失 與不便,同時具有上述眾多的效能與實用價值,因此本發 明確實為一高度利用自然法則的創作,且在相同的技術領 域中未見相同或近似的產品公開使用,故本發明已符合發 明專利的要件,乃依法提出申請,並祈請賜准本發明專 利。1273154 V. INSTRUCTIONS (5) In summary, the present invention can effectively solve the defects and inconveniences caused by the traditional piers, and has the above-mentioned numerous effects and practical values, so the present invention is indeed a highly utilizing natural law creation. And the same or similar products are not disclosed in the same technical field, so the invention has met the requirements of the invention patent, and is applied according to law, and pray for the patent of the invention.

第9頁 1273154 _圖式簡單說明 第一圖:係本發明之導水防沖刷裝置第一實施例之側視示 意圖。 第二圖:係本發明之導水防沖刷裝置第一實施例之導水狀 態示意圖。 第三圖··係本發明之導水防沖刷裝置第一實施例裝置多層 方式之側視示意圖 第四圖··係本發明之導水防沖刷裝置第二實施例之側視剖 面示意圖。 第五圖:係本發明之導水防沖刷裝置第二實施例之導水狀 • 態示意圖。 第六圖:係本發明之導水防沖刷裝置第二實施例設置多層 方式之側視剖面示意圖 第七圖:係本發明之導水防沖刷裝置第二實施例之另一型 態之側視剖面示意圖。 第八圖:係第一圖之A-A剖面示意圖。 第九圖:係第二圖之A-A剖面示意圖。 第十圖:係第四圖之A-A剖面示意圖。 第十一圖:係第五圖之A-A剖面示意圖。 第十二圖:係習知傳統橋墩受水流沖刷之平面示意圖。Page 9 1273154 _ BRIEF DESCRIPTION OF THE DRAWINGS First FIG.: is a side view of a first embodiment of a water guiding and anti-flushing device of the present invention. Fig. 2 is a schematic view showing the state of water guiding of the first embodiment of the water guiding and anti-flushing device of the present invention. Fig. 3 is a side elevational view showing a second embodiment of the water guiding and anti-scouring device of the present invention. Fig. 4 is a side elevational cross-sectional view showing a second embodiment of the water guiding and anti-flushing device of the present invention. Fig. 5 is a schematic view showing the state of water guiding state of the second embodiment of the water guiding and anti-flushing device of the present invention. Figure 6 is a side cross-sectional view showing a second embodiment of the water guiding and anti-scouring device of the present invention. Fig. 7 is a side cross-sectional view showing another embodiment of the second embodiment of the water guiding and anti-scouring device of the present invention. . Figure 8: A schematic view of the A-A section of the first figure. Figure IX: A schematic view of the A-A section of the second figure. Figure 10: Schematic diagram of the A-A section of the fourth figure. Figure 11: A schematic view of the A-A section of the fifth figure. Twelfth Figure: A schematic view of the conventional bridge pier being washed by water flow.

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Claims (1)

1273154 六、申請專利範圍 1、 一種橋墩,其主要係在該橋墩之前緣或周緣具有至 少一導水防沖刷裝置,該導水防沖刷裝置之上方具有至少 一導引部,利用導水防沖刷裝置將水流或向下射流往上導 引以防止河床土石受到沖刷掏空者。 2、 如申請專利範圍第1項所述之橋墩,其中,該導水 防沖刷裝置包含具有一外凸於橋墩之導水緣,而導引部則 設置在導水緣之外周緣或近外周緣上方。 3、 如申請專利範圍第1項所述之橋墩,其中,該導水 防沖刷裝置包含有一内凹於橋墩形成一導水槽,而導引部 瞻設置在導水槽下部之外周緣或近外周緣處。 4、 如申請專利範圍第3項所述之橋墩,其中,該導水 槽之上部形成有引水斜角。 5、 如申請專利範圍第1或2或3項所述之橋墩,其 中,該導引部為一凸唇。 / 6、一種橋,具有至少一橋墩,其主要係在該橋墩之前 緣或周緣具有至少一導水防沖刷裝置,該導水防沖刷裝置 之上方具有至少一導引部,利用導水防沖刷裝置將水流或 向下射流往上導引以防止河床土石受到沖刷掏空者。 7、 如申請專利範圍第6項所述之橋,其中,該導水防 尋刷裝置包含具有一外凸於橋墩之導水緣,而導引部則設 置在導水緣之外周緣或近外周緣上方。 8、 如申請專利範圍第6項所述之橋,其中,該導水防 沖刷裝置包含有一内凹於橋墩形成一導水槽,而導引部則 設置在導水槽下部之外周緣或近外周緣處。1273154 VI. Patent application scope 1. A pier, which mainly has at least one water guiding and anti-scouring device at the front edge or the periphery of the pier, the water guiding anti-scouring device has at least one guiding portion above, and the water flow is prevented by the water guiding and anti-scouring device. Or direct the downward jet to prevent the riverbed soil from being washed away. 2. The pier according to claim 1, wherein the water guiding and anti-scouring device comprises a water guiding edge which is convexly protruded from the pier, and the guiding portion is disposed above the outer edge or the outer periphery of the water guiding edge. 3. The pier according to claim 1, wherein the water guiding and anti-scouring device comprises a concave groove formed in the pier to form a water guiding groove, and the guiding portion is disposed at a periphery or near the outer periphery of the lower portion of the water guiding groove. . 4. The pier according to claim 3, wherein the upper portion of the water guiding groove is formed with a water guiding angle. 5. The pier according to claim 1 or 2 or 3, wherein the guide portion is a convex lip. / 6, a bridge having at least one pier, which has at least one water guiding and anti-scouring device at the front edge or the periphery of the pier, the water guiding anti-scouring device has at least one guiding portion above, and the water flow is prevented by the water guiding and anti-scouring device. Or direct the downward jet to prevent the riverbed soil from being washed away. 7. The bridge of claim 6, wherein the water guiding anti-scouring device comprises a water guiding edge protruding from the pier, and the guiding portion is disposed above or near the outer periphery of the water guiding edge. . 8. The bridge according to claim 6, wherein the water guiding and anti-scouring device comprises a concave groove formed in the pier to form a water guiding groove, and the guiding portion is disposed at a periphery or near the outer periphery of the lower portion of the water guiding groove. . 第12頁Page 12
TW94102692A 2005-01-28 2005-01-28 Water guiding and anti-scouring device for bridge piers, and bridges and bridge piers using the water guiding and anti-scouring device TWI273154B (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20100242609A1 (en) * 2009-03-26 2010-09-30 Wei-Feng Lee Bridge monitoring and safety evaluation method using a vibration technique

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20100242609A1 (en) * 2009-03-26 2010-09-30 Wei-Feng Lee Bridge monitoring and safety evaluation method using a vibration technique
US8290718B2 (en) * 2009-03-26 2012-10-16 Wei-Feng Lee Bridge monitoring and safety evaluation method using a vibration technique

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