TW202402556A - Spoke reinforcing method and spoke reinforcing structure achieving the effects of reducing the chance of spoke fracture and prolonging the service life of a spoke - Google Patents

Spoke reinforcing method and spoke reinforcing structure achieving the effects of reducing the chance of spoke fracture and prolonging the service life of a spoke Download PDF

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TW202402556A
TW202402556A TW111125202A TW111125202A TW202402556A TW 202402556 A TW202402556 A TW 202402556A TW 111125202 A TW111125202 A TW 111125202A TW 111125202 A TW111125202 A TW 111125202A TW 202402556 A TW202402556 A TW 202402556A
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spoke
spokes
neck
strengthening
head
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TW111125202A
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Chinese (zh)
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陳厚任
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罕思股份有限公司
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Abstract

This invention relates to a spoke reinforcing method and a spoke reinforcing structure. The spoke reinforcing method includes the following steps: preparing a spoke body with a head end portion and a threaded portion at two ends respectively; disposing a neck portion below the head end portion, wherein the neck portion is forged at least two times to increase a cross-sectional area of the neck portion and improve the density and the strength of metal grains therein; and forging a reinforcing structure in a form of a hexagonal column under the high-density neck portion, and absorbing a high-frequency lateral stress on a lower part of the high-density neck portion by utilizing characteristics of best compressive strength and bending strength of the hexagonal column. The spoke reinforcing structure fabricated by the method can achieve the effects of reducing the chance of spoke fracture and prolonging the service life of a spoke.

Description

一種強化輻條方法及輻條強化結構 A spoke strengthening method and spoke strengthening structure

本發明係關於輻條強化之方法及製造出具強化結構之輻條,換言之,乃指一種能提昇輻條之抗壓、抗彎強度,並降低斷裂機率,又能延長壽命之強化輻條方法及輻條強化結構。 The present invention relates to a method for strengthening spokes and manufacturing spokes with a strengthened structure. In other words, it refers to a method for strengthening spokes and a spoke strengthening structure that can increase the compression and bending strength of spokes, reduce the probability of breakage, and extend the service life.

請參閱第1圖所示,傳統輻條(6)係具有一輻條本體,並在該輻條本體兩端分別設有一頭部(61)及一螺紋部(62),且該頭部(61)與該輻條本體相接處形成有一彎曲的頸部(63);由於傳統輻條在實施上經常發生頸部斷裂情形,因此業者便著手改良,並發展出一種改化輻條(7),如第2圖所示,除具有前述輻條的基本結構之頭部(71)、螺紋部(72)及頸部(73)外,特別提出一種在該輻條本體的頸部(73)位置採用至少2次以上鍛打的鍛造加工方法,以改善傳統輻條(6)常在頸部(63)斷裂的缺點。此一改良輻條確實在抗拉測試與疲勞測試得表現中相當成功,實驗室數據令人滿意。但在實際使用中,卻偶爾會發生不明原因的斷裂,斷裂處幾乎全部在後輪非驅動側(N)之輻條。這是致命缺陷,該輻條斷裂時會卡住輪子,導致騎乘者受傷。但是,非驅動側(N)之輻條先斷裂是異常的,因為此處是低張力端(低受力端)。從經驗得知,使用時應該是受了高張力、高拉力及高扭力的驅動側(D)輻條先斷裂,如第3圖所示。多年來反覆做「抗拉實驗測試」與「抗疲勞實驗測 試」,這種強化輻條仍可以得到優良數據,斷裂原因只能依不明原因處理,無法結案。 Please refer to Figure 1. As shown in Figure 1, the traditional spoke (6) has a spoke body, and a head (61) and a threaded portion (62) are respectively provided at both ends of the spoke body, and the head (61) and A curved neck (63) is formed at the junction of the spoke bodies. Since the neck of traditional spokes often breaks during implementation, the industry began to improve it and developed a modified spoke (7), as shown in Figure 2 As shown, in addition to having the basic structure of the head (71), threaded portion (72) and neck (73) of the aforementioned spoke, a method is particularly proposed that uses at least two forgings at the neck (73) position of the spoke body. A unique forging processing method is used to improve the shortcoming that traditional spokes (6) often break at the neck (63). This modified spoke did perform quite successfully in tensile and fatigue tests, and the laboratory data was satisfactory. However, in actual use, unexplained fractures occasionally occur, and the fractures are almost always at the spokes on the non-driving side (N) of the rear wheel. This was a fatal flaw, and when this spoke broke it could jam the wheel, causing injury to the rider. However, it is abnormal for the spokes on the non-driving side (N) to break first, because this is the low-tension end (low-stress end). We know from experience that during use, the drive side (D) spokes that are subjected to high tension, high pulling force and high torsion should break first, as shown in Figure 3. Over the years, we have repeatedly conducted “tensile experimental tests” and “anti-fatigue experimental tests”. "Test", this kind of reinforced spoke can still obtain excellent data, but the cause of the fracture can only be dealt with as an unknown reason, and the case cannot be closed.

習用之改良輻條(7)為何實驗室數據良好,但是斷裂情形不斷發生?追溯原因後,研判是實驗室的測試方法有盲點。習用改良輻條(7)的抗拉測試(如第4圖所示)與疲勞測試(如第5圖所示),都是受力直上直下的垂直測試。但是輪組不論是在組輪過程中或實際使用中,不但會受到垂直力,也會受到側向力,尤其輻條在花鼓及輪圈之間,更具有一傾斜角度。為了得到更精確地實驗數據,需改變測試方法。模擬車輪兩側具不同角度的組裝方式,不同的花鼓搭配不同的輪徑,約略會使改良輻條與花鼓間,產生約4°~10°的斜角(以26吋自行車後輪驅動邊約4°,非驅動邊約10°)。將抗拉測試機與疲勞測試機由標準垂直角度測試,改變為傾斜角度重新測試,在新式抗拉測試中,對比「傾斜角度」與「標準垂直角度」的測試結果,發現改良輻條的抗拉值變異不大。該改良輻條在具有傾斜角度10°的情況下,抗拉值僅下滑1~2%(如第6圖所示)。但是在新式疲勞測試中,對比「傾斜角度」與「標準垂直角度」的測試結果(如第7圖所示),發現輻條的壽命有很大的變異。輻條在具有傾斜角度的情況下,明顯更容易發生斷裂。輻條在具有傾斜角度10°的情況下,疲勞測試壽命大跌近50%。可見這種改良輻條之加工方法,或許對於低速但高負重的車種有利(此製程輻條擁有高抗拉值),但是對於高速車種則有高斷裂風險(此製程輻條不利於高頻率振動疲勞)。如不改善,以此加工方法生產的改良輻條,將會繼續發生意外事故。 Why does the commonly used improved spoke (7) have good laboratory data, but fractures continue to occur? After tracing the cause, it was determined that the laboratory's testing method had a blind spot. The conventional tensile test (shown in Figure 4) and fatigue test (shown in Figure 5) of the modified spokes (7) are both vertical tests in which the force is applied straight up and down. However, whether the wheel set is in the process of assembling the wheel or in actual use, it will not only receive vertical force, but also lateral force. In particular, the spokes between the hub and the rim have an inclination angle. In order to obtain more accurate experimental data, the test method needs to be changed. Simulate the assembly method with different angles on both sides of the wheel. Different hubs are matched with different wheel diameters, which will approximately produce an inclination angle of about 4°~10° between the modified spokes and the hub (using a 26-inch bicycle rear wheel drive side of about 4° °, about 10° on the non-driving side). The tensile testing machine and fatigue testing machine were changed from the standard vertical angle test to the inclined angle and re-tested. In the new tensile test, the test results of the "inclined angle" and the "standard vertical angle" were compared, and it was found that the tensile strength of the improved spokes was The values vary little. When the improved spoke has an inclination angle of 10°, the tensile value only decreases by 1~2% (as shown in Figure 6). However, in the new fatigue test, comparing the test results of "tilt angle" and "standard vertical angle" (as shown in Figure 7), it was found that the life span of the spokes has great variation. Spokes are significantly more likely to break when they are tilted. When the spokes have an inclination angle of 10°, the fatigue test life drops by nearly 50%. It can be seen that this improved spoke processing method may be beneficial to low-speed but high-load vehicles (the spokes of this process have a high tensile value), but there is a high risk of breakage for high-speed vehicles (the spokes of this process are not conducive to high-frequency vibration fatigue). If not improved, improved spokes produced by this processing method will continue to cause accidents.

進一步探究此問題,透過走行測試與疲勞測試都發現,習用 改良輻條的斷裂點,多數發生在鍛造強化區的正下方3mm內。然而與輪組組裝後,在該改良輻條具有正常張力下,觀察習用改良輻條的形狀,可看到在鍛造強化區的正下方約1~5mm處,有受力彎曲(受力方向改變)。此受力彎曲點,正是彎曲應力集中處,也是疲勞測試結果的斷裂點(B)(如第8圖所示)。此斷裂點(B)顯示出習用改良輻條利用鍛造加工強化了頸部,因加工硬化不變形(接近鋼體),反而造成下方受力方向改變,因受側向力而變形,並在高頻率的震動下,形成疲勞熱區/斷裂熱區。分析此疲勞熱區/斷裂熱區為在該改良輻條的鍛造強化區與非鍛造區交界處,金屬密度不連貫、有斷層且差異過大的晶粒界面(如第9圖所示),使得彎曲應力集中於金屬密度較低的非鍛造區,而降低抗疲勞壽命。 Further exploring this issue, we found through walking test and fatigue test that the habitual The fracture points of improved spokes mostly occur within 3mm directly below the forged strengthening area. However, after being assembled with the wheel set, and under normal tension of the modified spokes, observing the shape of the conventional modified spokes, it can be seen that there is stress bending (change in the direction of force) about 1~5mm directly below the forged strengthening area. This stressed bending point is where the bending stress is concentrated and is also the breaking point (B) of the fatigue test results (as shown in Figure 8). This breaking point (B) shows that the conventionally modified spoke uses forging to strengthen the neck. It does not deform due to work hardening (close to the steel body), but causes the direction of the force below to change, deform due to lateral force, and at high frequencies Under the vibration, fatigue hot zone/fracture hot zone is formed. The analysis of this fatigue hot zone/fracture hot zone is that at the junction of the forged strengthening zone and the non-forged zone of the modified spoke, the metal density is inconsistent, there are faults, and the grain interface is too different (as shown in Figure 9), causing bending Stress is concentrated in non-forged areas with lower metal density, reducing fatigue life.

有鑑於此,本案發明人乃尋求解決之道,憑恃多年製造輻條累積之專業知識與製造經驗,經不斷實驗、試作及改良,終有本發明強化輻條方法及輻條強化結構,以提昇產業上之競爭力與附加價值。 In view of this, the inventor of this case is looking for a solution. Relying on the professional knowledge and manufacturing experience accumulated in manufacturing spokes for many years, through continuous experiments, trial production and improvements, he finally came up with the spoke strengthening method and spoke strengthening structure of the present invention to enhance the industrial efficiency. Competitiveness and added value.

本發明之目的在於提供一種強化輻條方法及輻條強化結構,藉此針對習用一般輻條甚至經強化後之改良輻條所存在的缺失,進一步提出之改善工法,於該一般/改良輻條的斷裂熱區,依正確加工步驟鍛造加工出一個六角柱形的強化部區段來取代原本圓柱形結構,並且確實避開輻條的疲勞斷裂熱區,以獲致最佳的抗壓強度與抗彎強度,並降低該疲勞斷裂熱區的斷裂機率,達到提高輻條壽命之功效。 The purpose of the present invention is to provide a method for strengthening spokes and a spoke strengthening structure, whereby an improved construction method is further proposed to address the shortcomings of conventional ordinary spokes or even strengthened improved spokes, in the fracture hot zone of the ordinary/improved spokes. According to the correct processing steps, a hexagonal cylindrical reinforced section is forged to replace the original cylindrical structure, and the fatigue fracture hot zone of the spoke must be avoided to obtain the best compressive strength and bending strength, and reduce the The fracture probability in the fatigue fracture hot zone achieves the effect of increasing the spoke life.

為達成上述目的,本發明乃提供一種強化輻條方法,其步驟包括:整直切斷,將抽製成型未加工之輻條進行整直並裁切成所需之長度; 第一次鍛造,將該輻條一端經由一第一沖壓單元之沖壓後形成有初始之頭部與頸部;夾緊成形,將初始成形之輻條利用一夾模將頭部、頸部及輻條本體夾緊,在夾緊固定的同時完成強化部之形狀鍛造;第二次鍛造,再以一第二沖壓單元對上述該同一夾模固定之輻條進行沖壓加工,以形成包含有頭部、頸部及強化部之輻條強化結構;滾牙,將上述輻條相對於該頭部之另一端進行滾牙以形成有螺紋部。 In order to achieve the above object, the present invention provides a method for strengthening spokes, the steps of which include: straightening and cutting, straightening and cutting the unprocessed spokes into required lengths; In the first forging, one end of the spoke is stamped by a first stamping unit to form an initial head and neck; in clamping forming, the head, neck and spoke body are assembled from the initially formed spoke using a clamping die. Clamping, while clamping and fixing, completes the shape forging of the reinforced part; for the second forging, a second stamping unit is used to punch the spokes fixed by the same clamping die to form a head and a neck. And the spoke reinforcement structure of the reinforced part; thread rolling, the above-mentioned spoke is thread rolled relative to the other end of the head to form a threaded part.

於一實施例中,該第二次鍛造與滾牙步驟間可增加一折彎步驟,將成型後之輻條的頸部進行折彎處理。 In one embodiment, a bending step can be added between the second forging and thread rolling steps to bend the neck of the formed spoke.

依據上述強化輻條方法製作出一種輻條強化結構,該輻條包括:一輻條本體,於該輻條本體之一端自端緣依序設有頭部、頸部、強化部,另一端設有螺紋部。 A spoke strengthening structure is produced based on the above spoke strengthening method. The spoke includes: a spoke body. One end of the spoke body is provided with a head, a neck, and a reinforcing part in order from the end edge, and the other end is provided with a threaded part.

於一實施例中,該輻條強化結構之強化部的長度至少具有5mm以上。 In one embodiment, the length of the reinforced portion of the spoke reinforced structure is at least 5 mm.

於一實施例中,該強化部之截面形狀為各種多邊形中任一種。 In one embodiment, the cross-sectional shape of the reinforced portion is any of various polygons.

於一實施例中,該強化部之截面形狀為六角形。 In one embodiment, the cross-sectional shape of the reinforced part is hexagonal.

於一實施例中,該強化部之截面形狀為矩形。 In one embodiment, the cross-sectional shape of the reinforced portion is rectangular.

於一實施例中,該輻條型式包含直拉式輻條與彎頭輻條。 In one embodiment, the spoke patterns include straight pull spokes and elbow spokes.

習用: Idiom:

(6):傳統輻條 (6):Traditional spokes

(61):頭部 (61):Head

(62):螺紋部 (62): Threaded part

(63):頸部 (63):Neck

(7):改良輻條 (7):Improved spokes

(71):頭部 (71):Head

(72):螺紋部 (72): Threaded part

(73):頸部 (73):Neck

(D):驅動側 (D): Drive side

(N):非驅動側 (N):Non-drive side

(B):斷裂點 (B): Breaking point

本發明: The present invention:

(001):整直切斷 (001): straight cut

(002):第一次鍛造 (002):First forging

(003):夾緊成形 (003): clamping forming

(004):第二次鍛造 (004):Second forging

(005):折彎 (005):Bending

(006):滾牙 (006):Rolling teeth

(1):輻條 (1):Spoke

(2):頭部 (2):Head

(3):頸部 (3): Neck

(4):強化部 (4): Strengthening Department

(5):螺紋部 (5): Threaded part

第1圖係一傳統輻條外觀圖。 Figure 1 is a traditional spoke appearance.

第2圖係一習用強化輻條外觀圖。 Figure 2 shows the appearance of a conventional reinforced spoke.

第3圖係習用改良輻條裝設於車輪上示意圖。 Figure 3 is a schematic diagram of the conventional modified spokes installed on the wheel.

第4圖係習用改良輻條抗拉測試示意圖。 Figure 4 is a schematic diagram of a conventional modified spoke tensile test.

第5圖係習用改良輻條疲勞測試示意圖。 Figure 5 is a schematic diagram of a conventional modified spoke fatigue test.

第6圖係習用改良輻條改良傾斜角度之抗拉測試示意圖。 Figure 6 is a schematic diagram of the tensile test of conventionally modified spokes with improved inclination angle.

第7圖係習用改良輻條改良傾斜角度之疲勞測試示意圖。 Figure 7 is a schematic diagram of the fatigue test of conventionally modified spokes with improved inclination angle.

第8圖係習用改良輻條之斷裂處示意圖。 Figure 8 is a schematic diagram of the fracture point of a conventional improved spoke.

第9圖係習用改良輻條之晶粒密度示意圖。 Figure 9 is a schematic diagram of the grain density of a conventional modified spoke.

第10圖係本發明輻條強化結構之不同視角外觀圖。 Figure 10 shows the appearance of the spoke reinforcement structure of the present invention from different perspectives.

第11圖(A)(B)係本發明用於不同輻條之方法流程圖。 Figure 11 (A) (B) is a flow chart of the method for different spokes of the present invention.

第12圖(A)(B)係本發明針對不同輻條之強化輻條方法的實際製程示意圖一、二。 Figure 12 (A) and (B) are schematic diagrams 1 and 2 of the actual manufacturing process of the spoke strengthening method for different spokes according to the present invention.

第13圖係本發明強化輻條方法之實施應用例圖。 Figure 13 is a diagram showing an application example of the spoke strengthening method of the present invention.

第14圖係本發明之輻條強化結構之晶粒密度示意圖。 Figure 14 is a schematic diagram of the grain density of the spoke reinforced structure of the present invention.

第15圖係本發明之輻條強化結構與傳統一般輻條、習用改良輻條於不同傾斜角度之疲勞測試結果圖表。 Figure 15 is a graph showing the fatigue test results of the reinforced spoke structure of the present invention, traditional general spokes, and conventional improved spokes at different tilt angles.

請配合參閱第10~14圖所示,係揭露有本發明於一較佳實施例中之強化輻條方法,首先,以金屬材抽製成所需線徑之彎頭輻條為例說明,該金屬材包括但不限於:不銹鋼、碳鋼、鈦合金、鋁合金等。該輻條之製作方法包含直拉式輻條與彎頭輻條,以彎頭輻條之製作方法為例,如第11圖(B)所示,其步驟包括:整直切斷(001),將已抽製成型之輻條(1)進行整直並裁切成所需之長度;第一次鍛造(002), 將該輻條(1)之一端經由一第一沖壓單元之沖壓後形成有初始之頭部(2)與頸部(3);夾緊成形(003),將初始成形之輻條(1)利用一夾模將頭部(2)、頸部(3)及輻條(1)本體夾緊,在夾緊固定的同時完成強化部(4)之形狀鍛造,在本實施例中以六角柱為例(亦可包含但不限於:三角柱、四角柱或任意多角柱形製成);第二次鍛造(004),再以一第二沖壓單元對該夾模夾緊之輻條(1)進行沖壓加工,以形成最終之頭部(2)、頸部(3)及強化部(4);折彎(005),將成型後之輻條(1)的頸部(3)進行折彎處理;滾牙(006),將上述輻條(1)相對於該頭部(2)之另一端再進行滾牙以形成有螺紋部(5),至此完成一輻條強化結構,如第10圖所示。 Please refer to Figures 10 to 14, which disclose a method for strengthening spokes in a preferred embodiment of the present invention. First, an elbow spoke drawn from a metal material into a required diameter is used as an example. The metal Materials include but are not limited to: stainless steel, carbon steel, titanium alloy, aluminum alloy, etc. The manufacturing method of the spokes includes straight-pull spokes and elbow spokes. Taking the manufacturing method of elbow spokes as an example, as shown in Figure 11 (B), the steps include: straight cutting (001), cutting the already drawn spokes. The shaped spokes (1) are straightened and cut to the required length; the first forging (002), One end of the spoke (1) is punched by a first stamping unit to form an initial head (2) and neck (3); clamping and forming (003) is performed, and the initially formed spoke (1) is formed using a The clamping die clamps the head (2), neck (3) and spoke (1) body, and completes the shape forging of the reinforced portion (4) while clamping and fixing. In this embodiment, a hexagonal column is used as an example ( It can also include but is not limited to: triangular prism, quadrilateral prism or any polygonal prism); second forging (004), and then use a second stamping unit to stamp the spokes (1) clamped by the clamp. To form the final head (2), neck (3) and reinforced part (4); bend (005), bend the neck (3) of the formed spoke (1); roll the teeth ( 006), roll the other end of the above-mentioned spoke (1) relative to the head (2) to form a threaded portion (5), thus completing a spoke reinforced structure, as shown in Figure 10.

至於直拉式輻條的製作方法,如第11圖(A)所示,其步驟省去了折彎(005)過程,包含有:整直切斷(001)、第一次鍛造(002)、夾緊成形(003)、第二次鍛造(004)及滾牙(006)。 As for the manufacturing method of straight-pull spokes, as shown in Figure 11 (A), the steps omit the bending (005) process, including: straight cutting (001), first forging (002), Clamping forming (003), second forging (004) and thread rolling (006).

上述強化輻條製造方法中之夾緊成形(003)含第二次鍛造(004)過程,需要注意的是,必須將輻條(1)之頸部(3)與強化部(4)在同一夾模內鍛造完成,以確保該幅條(1)加工後之頭部(2)、頸部(3)與強化部(4)的晶料密度是連續不具有斷層的,如第14圖所示。 The clamping forming (003) in the above reinforced spoke manufacturing method includes the second forging (004) process. It should be noted that the neck (3) and the reinforced part (4) of the spoke (1) must be in the same clamping mold Internal forging is completed to ensure that the crystal material density of the processed head (2), neck (3) and reinforced part (4) of the spoke (1) is continuous without faults, as shown in Figure 14.

請參閱第10圖所示,依據上述強化輻條方法所製造之輻條強化結構包括:一輻條(1)本體,於該輻條(1)本體一端自端緣依序設有頭部(2)、頸部(3)及強化部(4),另一端設有螺紋部(5)。特別是該強化部(4)截面形狀為六角形(或是矩形,亦可為其他多邊形) 的結構型態,且經實驗證明可在使用最少量的材料下,有最佳的抗壓強度與抗彎強度。 Please refer to Figure 10. The spoke strengthening structure manufactured according to the above spoke strengthening method includes: a spoke (1) body, at one end of the spoke (1) body, a head (2) and a neck are arranged in sequence from the end edge. part (3) and reinforced part (4), and the other end is provided with a threaded part (5). In particular, the cross-sectional shape of the reinforced part (4) is hexagonal (or rectangular, or other polygonal shapes) Structural type, and experimentally proven to have the best compressive strength and bending strength while using the minimum amount of material.

請再參閱第15圖所示,係揭露本發明之輻條與傳統輻條、習用改良輻條之疲勞測試結果圖表;其中左側為疲勞測試(次),下方之PK表示傳統輻條、PSR表示改良輻條、PHR為本發明之輻條強化結構,每一長條圖的左邊為0度(標準垂直疲勞測試),右邊為10度(傾斜角度疲勞測試),以相同測試條件,使用同一件原料、同一部生產設備,同一部測試設備、同一套夾具治具等,對傳統輻條、改良輻條及輻條強化結構進行疲勞測試(180Kgf,10Hz);由圖表中可清楚中看出,本發明之輻條強化結構所呈現之數據,不論是0度(標準垂直疲勞測試)或是10度(傾斜角度疲勞測試)的表現均優於傳統輻條及習用改良輻條。透過實驗數據之佐證,習用改良輻條的脆弱處,在經依正確加工步驟改良為呈六角柱形的強化部結構型態後,確實能大幅改善輻條強度。 Please refer to Figure 15 again, which discloses the fatigue test results chart of the spokes of the present invention, traditional spokes, and conventional improved spokes; the left side is the fatigue test (times), and PK below represents the traditional spoke, PSR represents the improved spoke, and PHR It is the spoke reinforced structure of the present invention. The left side of each bar diagram is 0 degrees (standard vertical fatigue test) and the right side is 10 degrees (oblique angle fatigue test). The same test conditions are used, the same raw material and the same production equipment are used. , the same testing equipment, the same set of fixtures, etc., were used to conduct fatigue tests (180Kgf, 10Hz) on traditional spokes, improved spokes and spoke reinforced structures; it can be clearly seen from the chart that the spoke reinforced structure of the present invention exhibits Data, whether it is 0 degrees (standard vertical fatigue test) or 10 degrees (tilt angle fatigue test), the performance is better than that of traditional spokes and conventional modified spokes. Through the support of experimental data, the weak points of conventional modified spokes can indeed be greatly improved after being modified into a hexagonal columnar reinforced part structure according to correct processing steps.

經由以上說明可知,本發明之強化輻條方法,主要要針對多次鍛造加工增厚之頸部下方1~3mm處會成為疲勞/斷裂熱區,乃提出在鍛造頸部同時鍛造出一強化部(六角柱形或矩形)相連接,以取代習用連接處未經鍛造之圓柱形輻條,藉此形狀設計之強化部具有最佳的抗壓強度與抗彎強度特性,以緩衝高密度晶粒的頸部下方連接處所受到的高頻率側向應力,並改善層出不窮的斷裂事故,同時,進一步達成降低輻條斷裂機率,提高輻條壽命之功效。 From the above description, it can be seen that the spoke strengthening method of the present invention is mainly aimed at the fatigue/fracture hot zone 1~3mm below the neck thickened by multiple forging processes. It is proposed to forge a reinforced portion ( Hexagonal cylinder or rectangular) are connected to each other to replace the conventional cylindrical spokes without forging at the joints. The reinforced part designed in this shape has the best compressive strength and bending strength characteristics to buffer the neck of high-density grains. It can reduce the high-frequency lateral stress on the connection below the spoke and improve the endless fracture accidents. At the same time, it can further reduce the probability of spoke fracture and increase the spoke life.

雖然本發明已以實施例揭露如上,並非用以限定本發明,任何所屬技術領域中具有通常知識者,在不脫離本發明的精神和範圍內,當 可作些許的更動與潤飾,故本發明的保護範圍當以後附的申請專利範圍所界定者為準。 Although the present invention has been disclosed above through embodiments, it is not intended to limit the present invention. Anyone with ordinary skill in the art can, without departing from the spirit and scope of the present invention, Some modifications and embellishments may be made, so the protection scope of the present invention shall be defined by the appended patent application scope.

(1):輻條 (1):Spoke

(2):頭部 (2):Head

(3):頸部 (3): Neck

(4):強化部 (4): Strengthening Department

(5):螺紋部 (5): Threaded part

Claims (8)

一種強化輻條方法,包括以下步驟: A spoke-strengthening method that includes the following steps: 整直切斷,將抽製成型之輻條進行整直並裁切至所需長度; Straightening and cutting: Straighten and cut the extracted spokes to the required length; 第一次鍛造,將上述該輻條之一端經由一第一沖壓單元之沖壓後形成有初始之頭部與頸部; In the first forging, one end of the spoke is punched by a first stamping unit to form an initial head and neck; 夾緊成形,將初始成形之輻條利用一夾模將頭部、頸部及輻條本體夾緊,在夾緊固定的同時完成強化部之形狀鍛造; Clamping forming: use a clamping die to clamp the head, neck and spoke body of the initially formed spoke, and complete the shape forging of the reinforced part while clamping and fixing; 第二次鍛造,再以一第二沖壓單元對上述同一夾模夾緊之輻條進行沖壓加工,以形成最終之頭部、頸部及強化部; For the second time, a second stamping unit is used to stamp the spokes clamped by the same clamp to form the final head, neck and reinforced part; 滾牙,將上述輻條相對於該頭部之另一端進行滾牙以形成有螺紋部。 Thread rolling: rolling the spokes relative to the other end of the head to form a threaded portion. 如請求項1所述強化輻條方法,其中第二次鍛造與滾牙步驟間可增加一折彎步驟,將成型後之輻條的頸部進行折彎處理。 In the spoke strengthening method described in claim 1, a bending step can be added between the second forging and thread rolling steps to bend the neck of the formed spoke. 如請求項1所述強化輻條方法,其中該強化部之截面形狀為多邊形中任一種。 The spoke strengthening method according to claim 1, wherein the cross-sectional shape of the strengthening part is any one of polygons. 如請求項1所述強化輻條方法,其中該強化部之截面形狀為六角形或矩形。 The spoke strengthening method according to claim 1, wherein the cross-sectional shape of the strengthening part is hexagonal or rectangular. 如請求項1所述強化輻條方法,其中該強化部之長度至少具有5mm以上。 The spoke strengthening method of claim 1, wherein the length of the strengthening portion is at least 5 mm. 一種輻條強化結構,包括:一輻條本體,於該輻條本體一端自端緣依序設有頭部、頸部及強化部,另一端設有螺紋部。 A spoke reinforcement structure includes: a spoke body, a head, a neck and a reinforcement part are provided in order from the end edge at one end of the spoke body, and a threaded part is provided at the other end. 如請求項6所述之輻條強化結構,其中該強化部之截面形狀為六角形或矩形。 The spoke reinforcement structure according to claim 6, wherein the cross-sectional shape of the reinforcement part is hexagonal or rectangular. 如請求項6所述輻條強化結構,其中該輻條型式包含直拉式輻條與彎頭輻條。 The spoke reinforcement structure of claim 6, wherein the spoke type includes straight-pull spokes and elbow spokes.
TW111125202A 2022-07-05 2022-07-05 Spoke reinforcing method and spoke reinforcing structure achieving the effects of reducing the chance of spoke fracture and prolonging the service life of a spoke TW202402556A (en)

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