TWI865113B - Blind rivet with two-part buckling rivet body and longitudinal restraint rivet mandrel and the construction method thereof - Google Patents
Blind rivet with two-part buckling rivet body and longitudinal restraint rivet mandrel and the construction method thereof Download PDFInfo
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Description
本發明係有關於一種拉釘;更詳而言之,特別係指具二段式挫曲鉚體及縱向束缚釘芯之拉釘及其施工方法。The present invention relates to a pull nail; more specifically, it particularly relates to a pull nail with a two-stage buckling rivet body and a longitudinally restrained nail core and a construction method thereof.
習知拉釘之釘芯,整體釘芯長度較長,因習知釘芯應用於拉拔之拉拔段其握裹力不足,所致習知釘芯為確保握裹力充足之情況需增加拉拔段長度,導致習知釘芯整體釘芯長度較長,致使在製造成本較高。The core of the known pull nail has a relatively long core length. This is because the holding force of the drawing section of the known nail core used for drawing is insufficient. Therefore, in order to ensure sufficient holding force, the length of the drawing section needs to be increased, resulting in a relatively long core length of the known nail core, which leads to a higher manufacturing cost.
習知拉釘之釘芯,拉拔後之開槽段其握裹力不足,容易因待鎖故物產生與拉釘水平之軸向力時,因拉拔後之開槽段其握裹力不足,釘芯與鉚體間產生鬆脫引響應用上的安全性。It is known that the core of the bolt has insufficient holding force in the slotted section after being pulled. When the object to be locked generates an axial force at the same level as the bolt, the core of the bolt and the rivet body may loosen due to the insufficient holding force in the slotted section after being pulled, which may affect the safety of the application.
習知拉釘之鉚體,無法適用於多種板厚之待鎖固物,因習知鉚體設計之初未能考慮挫屈點之原理,故習知鉚體之挫屈點不具有可變動性,導致習知鉚體應用於多種板厚之待鎖固物時未能依照待鎖固物板厚做適當位置之挫屈應變。The rivet of the known rivet cannot be applied to various plate thicknesses to be fastened, because the principle of the buckling point was not considered at the beginning of the design of the known rivet, so the buckling point of the known rivet is not variable, resulting in the failure to make the buckling strain at the appropriate position according to the thickness of the plate to be fastened when the known rivet is applied to various plate thicknesses to be fastened.
有鑑於此,本案創作人遂依其多年從事相關領域之研發經驗,針對前述缺失進行深入探討,並依前述需求積極尋求解決之道,歷經長時間的努力研究與多次測試後,終於完成本創作。In view of this, the creator of this case conducted an in-depth discussion on the aforementioned deficiencies based on his many years of research and development experience in related fields, and actively sought solutions based on the aforementioned needs. After a long period of hard research and multiple tests, this creation was finally completed.
本發明主要目的提供一種拉釘,使拉釘之鉚體在施工於待鎖固物時,能夠透過本發明之鉚體設計,應用於多種板厚之待鎖固物時能依照待鎖固物板厚做適當位置之挫屈應變;並能透過該拉釘之釘芯開槽段設計,有效的增加本拉釘拉拔後之握裹力,進一步提升應用上之安全性;並且能透過該拉釘之釘芯拉拔段設計,有效的縮短釘芯之拉拔段長度,進而縮短整體釘芯長度,如此一來將能夠減少材料成本。The main purpose of the present invention is to provide a pull nail, so that when the rivet body of the pull nail is constructed on the object to be locked, the rivet body design of the present invention can be used for the objects to be locked with various plate thicknesses to make the buckling strain at the appropriate position according to the plate thickness of the object to be locked; and through the design of the slotted section of the nail core of the pull nail, the holding force of the pull nail after drawing can be effectively increased, and the safety in application can be further improved; and through the design of the drawing section of the nail core of the pull nail, the length of the drawing section of the nail core can be effectively shortened, thereby shortening the overall nail core length, so that the material cost can be reduced.
為達上述目的,本發明釘芯10與習知釘芯10'所改善之特徵在於: 本發明釘芯10之拉拔段1012為具有徑向凸形環狀結構10120,並於該徑向凸形環狀結構10120上設置有錯位式軸向直線開槽部10121,並且透過該錯位式向直線開槽10121部可增加拉拔時之握裹力,使整體釘芯10長度縮短在製造成本有效的降低,如習知釘芯10'拉拔段長度為L',本發明相較習知釘芯拉拔段縮短長度可為0.01L'~0.10L',相較於習知釘芯拉10'拔段段長度為L',本發明釘芯10縮短後拔段1012長度可為L''。To achieve the above-mentioned purpose, the present invention nail core 10 is improved over the conventional nail core 10' in that: the drawing section 1012 of the present invention nail core 10 has a radial convex annular structure 10120, and a staggered axial straight groove 10121 is provided on the radial convex annular structure 10120, and the staggered axial straight groove 10121 can increase the holding force during drawing, so that the entire nail core 10 is longer. The shortening can effectively reduce the manufacturing cost. For example, the length of the drawing section of the conventional nail core 10' is L', and the shortening length of the drawing section of the conventional nail core 10 can be 0.01L'~0.10L'. Compared with the length of the drawing section of the conventional nail core 10' being L', the length of the drawing section 1012 of the nail core 10 after shortening can be L''.
本發明鉚體11與習知鉚體11'改善之特徵在於: 所述本發明鉚體11上係設有一將其貫穿並能與釘芯嵌合之孔、及一鉚頭110、以及一鉚身111所組成,並該鉚身111根據尤拉長桿公式所述之鉚身長度L為柱等效長度,其數值視柱子兩側的支撐條件而定:若二端都固定,無法旋轉,L= 0.50;若一端固定,一端只用插銷連接,L≈ 0.7;此時該鉚身111之挫屈點將落在長桿受軸向應力時會由鉚身長度L的0.5L~0.7L開始產生應變,由此本發明將在該鉚體11之桿身111之0.6L、0.7L處分別鑽設0.6L直徑為Ø導形孔、0.7L直徑為Ø/2導形孔,如此一來本鉚體11搭配使用之拉釘1,係可由單一形式之鉚體11應用於不同板厚之待鎖固物2時,將可透過上述三種導形孔降低該鉚身111的破壞韌性讓其容易產生挫屈應變,藉由該導形孔之輔助下做最適當的挫屈應變至將其待鎖固物2固定。The rivet 11 of the present invention is improved over the conventional rivet 11' in that: the rivet 11 of the present invention is provided with a hole which penetrates the rivet and can be engaged with the rivet core, a rivet head 110, and a rivet body 111. The rivet body length L of the rivet body 111 is the column equivalent length according to the Euler long rod formula, and its value depends on the support conditions on both sides of the column: if both ends are fixed and cannot rotate, L= 0.50; if one end is fixed and the other end is only connected with a pin, L≈ 0.7; at this time, the buckling point of the rivet body 111 will fall on the long rod when the axial stress is applied, and the strain will start to be generated from 0.5L~0.7L of the rivet body length L. Therefore, the present invention will drill a 0.6L diameter Ø guide hole and a 0.7L diameter Ø/2 guide hole at 0.6L and 0.7L of the rivet body 11, respectively. In this way, when the pull nail 1 used with the rivet body 11 can be applied to the objects 2 to be locked with different plate thicknesses by a single form of rivet body 11, the destructive toughness of the rivet body 111 can be reduced through the above three guide holes to make it easy to generate buckling strain, and the most appropriate buckling strain can be made with the assistance of the guide hole to fix the object 2 to be locked.
本發明拉釘1,係包含了釘芯10、及鉚體11所組成;The rivet 1 of the present invention comprises a rivet core 10 and a rivet body 11;
本發明釘芯10係由釘頭100、及釘桿101所組成,該釘桿可分為束固段1010、開槽段1011、及拉拔段1012所組成。The nail core 10 of the present invention is composed of a nail head 100 and a nail rod 101 . The nail rod can be divided into a fastening section 1010 , a slotting section 1011 , and a drawing section 1012 .
上述束固段1010為接近釘頭100部分之釘桿101,且該束固段1010之直徑為d-0,釘頭100直徑為d'-0。The fastening section 1010 is the nail rod 101 close to the nail head 100, and the diameter of the fastening section 1010 is d-0, and the diameter of the nail head 100 is d'-0.
上述開槽段1011設置於連接束固段1010之釘桿101上,且該開槽段1011直徑可為d-d/8~d-d/16,該開槽段1011分別設置有錯位式徑向環形開槽部10120、及軸向直線開槽結構10121。The slotted section 1011 is disposed on the nail rod 101 connecting the fastening section 1010, and the diameter of the slotted section 1011 can be d-d/8~d-d/16. The slotted section 1011 is respectively provided with a staggered radial annular slotted portion 10120 and an axial linear slotted structure 10121.
上述錯位式徑向環形開槽部10120為間隔90°之 徑向環形槽,並且該環形槽深度可為d/48~d/32。The above-mentioned staggered radial annular groove portion 10120 is a radial annular groove with an interval of 90°, and the depth of the annular groove can be d/48~d/32.
上述軸向直線開槽結構10121為四線間隔90°之直線開槽結構,並且該直線開槽結構深度可為d/48~d/32。The above-mentioned axial straight slot structure 10121 is a straight slot structure with four lines spaced 90 degrees apart, and the depth of the straight slot structure can be d/48~d/32.
上述拉拔段1012設置於連接開槽段1011之釘桿101上,且該拉拔段1012段為具有徑向凸形環狀結構10120,並於該徑向凸形環狀結構10120上設置有錯位式軸向直線開槽部10121,並且透過該錯位式向直線開槽部10121可增加拉拔時之握裹力,使該釘芯10之拉拔段可在握裹力不變的前提之下縮短拉拔段1012之長度,使整體釘芯10長度縮短在製造成本有效的降低。The above-mentioned drawing section 1012 is arranged on the nail rod 101 connected to the slotted section 1011, and the drawing section 1012 has a radial convex annular structure 10120, and a staggered axial straight slot portion 10121 is arranged on the radial convex annular structure 10120, and the staggered axial straight slot portion 10121 can increase the gripping force during drawing, so that the drawing section of the nail core 10 can shorten the length of the drawing section 1012 under the premise of unchanged gripping force, so that the length of the entire nail core 10 is shortened, and the manufacturing cost is effectively reduced.
本發明鉚體11係設有一將其貫穿並能與釘芯嵌合之孔、及一鉚頭110、以及一鉚身111所組成。The rivet body 11 of the present invention is composed of a hole that penetrates the rivet body and can be engaged with the rivet core, a rivet head 110, and a rivet body 111.
上述該鉚身111根據尤拉長桿公式所述之鉚身長度L為柱等效長度,其數值視柱子兩側的支撐條件而定:若二端都固定,無法旋轉,L= 0.50;若一端固定,一端只用插銷連接,L≈ 0.7;此時該鉚身111之挫屈點將落在長桿受軸向應力時會由鉚身長度L的0.5L~0.7L開始產生應變,由此本發明將在該鉚體11之鉚身111之0.6L、0.7L處分別鑽設0.6L處導形孔11116直徑為Ø之導形孔、0.7L處導形孔11117直徑為Ø/2之導形孔,如此一來本鉚體搭配使用之拉釘1,係可由單一形式之鉚體11應用於不同板厚之待鎖固物2時,將可透過上述三種導形孔降低該鉚身111的破壞韌性讓其容易產生挫屈應變,藉由該導形孔之輔助下做最適當的挫屈應變至將其待鎖固物2固定。The screw body 111 described above has a screw body length L as the column equivalent length according to the Euler long rod formula, and its value depends on the support conditions on both sides of the column: if both ends are fixed and cannot rotate, L= 0.50; if one end is fixed and the other end is only connected by a pin, L≈ 0.7; at this time, the buckling point of the screw body 111 will fall on the long rod, and when the axial stress is applied, the strain will begin to be generated from 0.5L~0.7L of the screw body length L. Therefore, the present invention will drill a guide hole 11116 with a diameter of Ø at 0.6L and a guide hole 11117 at 0.7L at 0.6L and 0.7L of the screw body 111 of the screw body 11, respectively. The guide hole has a diameter of Ø/2. In this way, when the pull nail 1 used with the rivet body 11 is applied to the objects 2 to be fixed with different plate thicknesses, the destructive toughness of the rivet body 111 can be reduced through the three guide holes mentioned above, making it easier to produce buckling strain. With the assistance of the guide hole, the most appropriate buckling strain can be made to fix the object 2 to be fixed.
上述之0.6L處導形孔11116,該直徑為Ø之導形孔,由於鑽設於該鉚身111之鉚身長度L之0.6L處,因此該設置之0.6L處導形孔11116係可適用於待鎖固物2厚度小於鉚身長度L之0.6L長度之待鎖固物2。The above-mentioned 0.6L guide hole 11116, which has a diameter of Ø, is drilled at 0.6L of the rivet length L of the rivet body 111. Therefore, the 0.6L guide hole 11116 is applicable to the object 2 to be fixed whose thickness is less than 0.6L of the rivet length L.
上述之0.7L處導形孔11117,該直徑為Ø/2之導形孔,由於鑽設於該鉚身111之鉚身長度L之0.7L處,因此該設置之0.7L處導形孔11117係可適用於待鎖固物2厚度小於鉚身長度L之0.7L長度之待鎖固物2。The above-mentioned 0.7L guide hole 11117 has a diameter of Ø/2. Since it is drilled at 0.7L of the rivet length L of the rivet body 111, the 0.7L guide hole 11117 is applicable to the object 2 to be fixed whose thickness is less than 0.7L of the rivet length L.
拉釘之施工方法,係透過下列步驟而成:The construction method of the pull nail is completed through the following steps:
本發明之鑽孔步驟A.將可分別在:0.5L板厚、及0.6L板厚之待鎖固物2上,鑽設孔徑d'+d'/16略大於釘芯10釘頭直徑d'-0、及鉚體11鉚身直徑d'-1的孔洞。The drilling step A. of the present invention can drill holes with a diameter d'+d'/16 slightly larger than the diameter d'-0 of the nail core 10 and the diameter d'-1 of the rivet body 11 on the objects to be fixed 2 with a thickness of 0.5L and 0.6L respectively.
本發明之預組步驟B. 將釘芯10由釘桿101端插入鉚體11之鉚身111端,使其形成本發明之拉釘1。The pre-assembly step B of the present invention is to insert the nail core 10 from the nail rod 101 end into the rivet body 111 end of the rivet body 11 to form the pull nail 1 of the present invention.
本發明之裝設步驟C. 再將上述預組完成之拉釘1,插入鑽設步驟A.預先鑽設於待鎖固物2的孔洞。The installation step C of the present invention is to insert the pre-assembled pull nail 1 into the hole pre-drilled in the drilling step A. of the object 2 to be fastened.
本發明之固定步驟D.,該固定步驟D.係將前述本發明之拉釘1插入鑽設步驟A.預先鑽設於0.5L板厚、0.6L板厚之待鎖固物2的孔洞,並將該拉釘1,將其鉚體11之鉚頭110施以軸向往待鎖固物2之力,同時將鉚芯10之拉拔段1012施予相對於鉚體11相反方向之力,使其鉚體11之鉚身111由根據尤拉長桿公式所述之鉚身長度L為柱等效長度,其數值視柱子兩側的支撐條件而定:若二端都固定,無法旋轉,L= 0.50;若一端固定,一端只用插銷連接,L≈ 0.7;此時該鉚身111之挫屈點將落在0.5L~0.7L產生應變,並且透過該鉚體11之鉚身111預先於0.6L、0.7L處分別鑽設0.6L處直徑為Ø導形孔、0.7L處直徑為Ø/2導形孔,並透過上述分別設置之0.6L處導形孔11116、0.7L處導形孔11117,及根據上述之尤拉長桿公式所述,本發明之該拉釘1,係可由單一形式之鉚體11應用於不同板厚之待鎖固物2時可透過上述三種導形孔讓該鉚身111由材料特性及該導形孔之輔助下做最適當的挫屈應變至將其待鎖固物固定。The fixing step D. of the present invention is to insert the aforementioned pull nail 1 of the present invention into the hole of the plate 2 to be locked with a thickness of 0.5L or 0.6L pre-drilled in the drilling step A., and the pull nail 1 applies an axial force to the object 2 to be locked by the rivet head 110 of the rivet body 11, and at the same time, the drawing section 1012 of the rivet core 10 applies a force in the opposite direction to the rivet body 11, so that the rivet body 111 of the rivet body 11 is changed from the rivet body length L described by the Euler long rod formula to the column equivalent length, and its value depends on the support conditions on both sides of the column: if both ends are fixed and cannot rotate, L= 0.50; if one end is fixed and the other end is only connected with a pin, L≈ 0.7; at this time, the bending point of the screw body 111 will fall at 0.5L~0.7L to generate strain, and the screw body 111 of the screw body 11 is pre-drilled at 0.6L and 0.7L respectively with a Ø guide hole at 0.6L and a Ø/2 guide hole at 0.7L, and the guide holes 1111 at 0.6L are respectively set. 6. The guide hole 11117 at 0.7L, and according to the above-mentioned Euler rod formula, the pull nail 1 of the present invention can be applied to the objects 2 to be locked with different plate thicknesses by using a single type of rivet body 11. The rivet body 111 can be subjected to the most appropriate buckling strain through the three types of guide holes due to the material properties and the assistance of the guide holes to fix the objects to be locked.
綜上所述,本發明的優點在於:In summary, the advantages of the present invention are:
1.整體釘芯長度縮短在製造成本有效的降低: 本發明釘芯10之拉拔段1012為具有四線螺旋槽10120之結構,並且因該四線螺旋槽10120結構可增加拉拔時之握裹力,使該釘芯10之拉拔段1012可在握裹力不變的前提之下縮短拉拔段1012之長度,使整體釘芯10長度縮短在製造成本有效的降低,如習知釘芯10'拉拔段長度為L',本發明相較習知釘芯拉拔段縮短長度可為0.01L'~0.10L',相較於習知釘芯拉10'拔段段長度為L',本發明釘芯10縮短後拔段1012長度可為L''。1. The overall nail core length is shortened, which effectively reduces the manufacturing cost: The drawing section 1012 of the nail core 10 of the present invention has a structure with four-wire spiral grooves 10120, and because the four-wire spiral grooves 10120 structure can increase the gripping force during drawing, the drawing section 1012 of the nail core 10 can be shortened under the premise of keeping the gripping force unchanged, so that the length of the entire nail core 10 is shortened to effectively reduce the manufacturing cost. For example, the length of the drawing section of the known nail core 10' is L', and the shortened length of the drawing section of the present invention can be 0.01L'~0.10L' compared to the known nail core 10'. Compared with the length of the drawing section of the known nail core 10' is L', the length of the shortened drawing section 1012 of the nail core 10 of the present invention can be L''.
2.利用本發明之釘芯開槽段結構有效增加本發明拉釘拉拔後之握裹力:本發明釘芯10開槽段1011因拉拔後需藉由铆體11向內形變,讓其錯位式徑向環形開槽部10111與軸向直線開槽結構10112產生的結構,與铆體11嵌合使其增加拉拔後之握裹力。2. The slotted section structure of the nail core of the present invention is used to effectively increase the holding force of the bolt after drawing: the slotted section 1011 of the nail core 10 of the present invention needs to be deformed inward by the rivet body 11 after drawing, so that the structure formed by the staggered radial annular slotted portion 10111 and the axial linear slotted structure 10112 is embedded with the rivet body 11 to increase the holding force after drawing.
3.利用本發明之鉚體所搭配使用之拉釘可適用於多種板厚之待鎖固物:本發明鉚體11之鉚身111由根據尤拉長桿公式所述之鉚身長度L為柱等效長度,其數值視柱子兩側的支撐條件而定:若二端都固定,無法旋轉,L= 0.5;若一端固定,一端只用插銷連接,L≈ 0.7;此時該鉚身111之挫屈點將落在0.5L~0.7L產生應變,並且透過該鉚體11之鉚身111預先於0.6L、0.7L處分別鑽設0.6L處直徑為Ø導形孔、0.7L處直徑為Ø/2導形孔,並透過上述分別設置之0.6L處導形孔11116、0.7L處導形孔11117,本發明之該拉釘1,係可由單一形式之鉚體11應用於不同板厚之待鎖固物2時可透過上述三種導形孔降低該鉚身111的破壞韌性讓其容易產生挫屈應變,藉由該導形孔之輔助下做最適當的挫屈應變至將其待鎖固物固定。3. The draw nail used with the rivet of the present invention can be applied to various plate thicknesses to be locked: the rivet body 111 of the rivet body 11 of the present invention is based on the rivet body length L described in the Euler rod formula as the column equivalent length, and its value depends on the support conditions on both sides of the column: if both ends are fixed and cannot rotate, L= 0.5; if one end is fixed and the other end is only connected with a pin, L≈ 0.7; at this time, the bending point of the screw body 111 will fall at 0.5L~0.7L to generate strain, and the screw body 111 of the screw body 11 is pre-drilled at 0.6L and 0.7L respectively with a Ø guide hole at 0.6L and a Ø/2 guide hole at 0.7L, and the guide hole 111 at 0.6L is set 16. The guide hole 11117 at 0.7L. The pull nail 1 of the present invention can be applied to the objects 2 to be fixed with different plate thicknesses by using a single type of rivet body 11. The three types of guide holes mentioned above can reduce the destructive toughness of the rivet body 111 so that it is easy to produce buckling strain. With the assistance of the guide hole, the most appropriate buckling strain can be made to fix the object to be fixed.
為期許本發明之目的、功效、特徵及結構能夠有更為詳盡之瞭解,茲舉較佳實施例並配合圖式說明如後。In order to provide a more detailed understanding of the purpose, function, features and structure of the present invention, preferred embodiments are described below with reference to the accompanying drawings.
首先請參閱圖1,圖1為本發明釘芯10與習知釘芯10'對比示意圖。First, please refer to FIG. 1 , which is a schematic diagram comparing the nail core 10 of the present invention with the conventional nail core 10 ′.
如圖1所示,本發明釘芯10與習知釘芯10'所改善之特徵在於:本發明釘芯10之拉拔段1012為具有徑向凸形環狀結構10120,並於該徑向凸形環狀結構10120上設置有錯位式軸向直線開槽部10121,並且透過該錯位式向直線開槽10121部可增加拉拔時之握裹力,使整體釘芯10長度縮短在製造成本有效的降低,如習知釘芯10'拉拔段長度為L',本發明相較習知釘芯拉拔段縮短長度可為0.01L'~0.10L',相較於習知釘芯拉10'拔段段長度為L',本發明釘芯10縮短後拔段1012長度可為L''。As shown in FIG. 1 , the present invention nail core 10 is improved over the conventional nail core 10′ in that the drawing section 1012 of the present invention nail core 10 has a radial convex annular structure 10120, and a staggered axial straight slot 10121 is provided on the radial convex annular structure 10120, and the staggered axial straight slot 10121 can increase the drawing force. The holding force during pulling shortens the length of the entire nail core 10, thereby effectively reducing the manufacturing cost. For example, the length of the pulling section of the conventional nail core 10' is L', and the length of the pulling section of the conventional nail core 10 can be shortened by 0.01L'~0.10L'. Compared with the length of the pulling section of the conventional nail core 10' being L', the length of the pulling section 1012 of the shortened nail core 10 of the present invention can be L''.
請參閱圖2,圖2為本發明鉚體11與習知鉚體11'對比示意圖。Please refer to FIG. 2 , which is a schematic diagram comparing the rivet 11 of the present invention and the conventional rivet 11 ′.
如圖2所示,本發明鉚體11與習知鉚體11'改善之特徵在於: 所述本發明鉚體11上係設有一將其貫穿並能與釘芯嵌合之孔、及一鉚頭110、以及一鉚身111所組成,並該鉚身111根據尤拉長桿公式所述之鉚身長度L為柱等效長度,其數值視柱子兩側的支撐條件而定:若二端都固定,無法旋轉,L= 0.50;若一端固定,一端只用插銷連接,L≈ 0.7;此時該鉚身111之挫屈點將落在長桿受軸向應力時會由鉚身長度L的0.5L~0.7L開始產生應變,由此本發明將在該鉚體11之桿身111之0.6L、0.7L處分別鑽設0.6L直徑為Ø導形孔、0.7L直徑為Ø/2導形孔,如此一來本鉚體11搭配使用之拉釘1,係可由單一形式之鉚體11應用於不同板厚之待鎖固2物時,將可透過上述三種導形孔降低該鉚身111的破壞韌性讓其容易產生挫屈應變,藉由該導形孔之輔助下做最適當的挫屈應變至將其待鎖固物2固定。As shown in FIG. 2 , the rivet 11 of the present invention is improved from the conventional rivet 11′ in that: the rivet 11 of the present invention is provided with a hole which penetrates the rivet and can be engaged with the rivet core, a rivet head 110, and a rivet body 111, and the rivet body length L of the rivet body 111 is the column equivalent length according to the Euler long rod formula, and its value depends on the support conditions on both sides of the column: if both ends are fixed and cannot rotate, L= 0.50; if one end is fixed and the other end is only connected with a pin, L≈ 0.7; at this time, the buckling point of the rivet body 111 will fall on the long rod when the axial stress is applied, and the strain will start to be generated from 0.5L~0.7L of the rivet body length L. Therefore, the present invention will drill a 0.6L diameter Ø guide hole and a 0.7L diameter Ø/2 guide hole at 0.6L and 0.7L of the rivet body 11, respectively. In this way, when the pull nail 1 used in conjunction with the rivet body 11 can be used for 2 objects to be locked with different plate thicknesses by using a single type of rivet body 11, the destructive toughness of the rivet body 111 can be reduced through the above three guide holes to make it easy to generate buckling strain, and the most appropriate buckling strain can be made with the assistance of the guide hole to fix the object 2 to be locked.
請參閱圖3,圖3為本發明釘芯10示意圖。Please refer to FIG. 3 , which is a schematic diagram of the nail core 10 of the present invention.
如圖3所示,本發明釘芯10係由釘頭100、及釘桿101所組成,該釘桿可分為束固段1010、開槽段1011、及拉拔段1012所組成。As shown in FIG. 3 , the nail core 10 of the present invention is composed of a nail head 100 and a nail rod 101 . The nail rod can be divided into a fastening section 1010 , a slotting section 1011 , and a drawing section 1012 .
上述束固段1010為接近釘頭100部分之釘桿101,且該束固段1010之直徑為d-0,釘頭100直徑為d'-0。The fastening section 1010 is the nail rod 101 close to the nail head 100, and the diameter of the fastening section 1010 is d-0, and the diameter of the nail head 100 is d'-0.
上述開槽段1011設置於連接束固段1010之釘桿101上,且該開槽段1011直徑可為d-d/8~d-d/16,該開槽段1011分別設置有錯位式徑向環形開槽部10120、及軸向直線開槽結構10121。The slotted section 1011 is disposed on the nail rod 101 connecting the fastening section 1010, and the diameter of the slotted section 1011 can be d-d/8~d-d/16. The slotted section 1011 is respectively provided with a staggered radial annular slotted portion 10120 and an axial linear slotted structure 10121.
上述錯位式徑向環形開槽部10120為間隔90°之 徑向環形槽,並且該環形槽深度可為d/48~d/32。The above-mentioned staggered radial annular groove portion 10120 is a radial annular groove with an interval of 90°, and the depth of the annular groove can be d/48~d/32.
上述軸向直線開槽結構10121為四線間隔90°之直線開槽結構,並且該直線開槽結構深度可為d/48~d/32。The above-mentioned axial straight slot structure 10121 is a straight slot structure with four lines spaced 90 degrees apart, and the depth of the straight slot structure can be d/48~d/32.
上述拉拔段1012設置於連接開槽段1011之釘桿101上,且該拉拔段1012段為具有徑向凸形環狀結構10120,並於該徑向凸形環狀結構10120上設置有錯位式軸向直線開槽部10121,並且透過該錯位式向直線開槽部10121可增加拉拔時之握裹力,使該釘芯10之拉拔段可在握裹力不變的前提之下縮短拉拔段1012之長度,使整體釘芯10長度縮短在製造成本有效的降低。The above-mentioned drawing section 1012 is arranged on the nail rod 101 connected to the slotted section 1011, and the drawing section 1012 has a radial convex annular structure 10120, and a staggered axial straight slot portion 10121 is arranged on the radial convex annular structure 10120, and the staggered axial straight slot portion 10121 can increase the gripping force during drawing, so that the drawing section of the nail core 10 can shorten the length of the drawing section 1012 under the premise of unchanged gripping force, so that the length of the entire nail core 10 is shortened, and the manufacturing cost is effectively reduced.
請參閱圖4,圖4為本發明鉚體11示意圖。Please refer to FIG. 4 , which is a schematic diagram of the rivet body 11 of the present invention.
如圖4所示,本發明鉚體11係設有一將其貫穿並能與釘芯嵌合之孔、及一鉚頭110、以及一鉚身111所組成。As shown in FIG. 4 , the rivet body 11 of the present invention is composed of a hole that penetrates the rivet body and can be engaged with the rivet core, a rivet head 110 , and a rivet body 111 .
上述該鉚身111根據尤拉長桿公式所述之鉚身長度L為柱等效長度,其數值視柱子兩側的支撐條件而定:若二端都固定,無法旋轉,L= 0.50;若一端固定,一端只用插銷連接,L≈ 0.7;此時該鉚身111之挫屈點將落在長桿受軸向應力時會由鉚身長度L的0.5L~0.7L開始產生應變,由此本發明將在該鉚體11之鉚身111之0.6L、0.7L處分別鑽設0.6L處導形孔11116直徑為Ø之導形孔、0.7L處導形孔11117直徑為Ø/2之導形孔,如此一來本鉚體搭配使用之拉釘1,係可由單一形式之鉚體11應用於不同板厚之待鎖固物2時,將可透過上述三種導形孔降低該鉚身111的破壞韌性讓其容易產生挫屈應變,藉由該導形孔之輔助下做最適當的挫屈應變至將其待鎖固物2固定。The screw body 111 described above has a screw body length L as the column equivalent length according to the Euler long rod formula, and its value depends on the support conditions on both sides of the column: if both ends are fixed and cannot rotate, L= 0.50; if one end is fixed and the other end is only connected by a pin, L≈ 0.7; at this time, the buckling point of the screw body 111 will fall on the long rod, and when the axial stress is applied, the strain will begin to be generated from 0.5L~0.7L of the screw body length L. Therefore, the present invention will drill a guide hole 11116 with a diameter of Ø at 0.6L and a guide hole 11117 at 0.7L at 0.6L and 0.7L of the screw body 111 of the screw body 11, respectively. The guide hole has a diameter of Ø/2. In this way, when the pull nail 1 used with the rivet body 11 is applied to the objects 2 to be fixed with different plate thicknesses, the destructive toughness of the rivet body 111 can be reduced through the three guide holes mentioned above, making it easier to produce buckling strain. With the assistance of the guide hole, the most appropriate buckling strain can be made to fix the object 2 to be fixed.
上述之0.6L處導形孔11116,該直徑為Ø之導形孔,由於鑽設於該鉚身111之鉚身長度L之0.6L處,因此該設置之0.6L處導形孔11116係可適用於待鎖固物2厚度小於鉚身長度L之0.6L長度之待鎖固物2。The above-mentioned 0.6L guide hole 11116, which has a diameter of Ø, is drilled at 0.6L of the rivet length L of the rivet body 111. Therefore, the 0.6L guide hole 11116 is applicable to the object 2 to be fixed whose thickness is less than 0.6L of the rivet length L.
上述之0.7L處導形孔11117,該直徑為Ø/2之導形孔,由於鑽設於該鉚身111之鉚身長度L之0.7L處,因此該設置之0.7L處導形孔11117係可適用於待鎖固物2厚度小於鉚身長度L之0.7L長度之待鎖固物2。The above-mentioned 0.7L guide hole 11117 has a diameter of Ø/2. Since it is drilled at 0.7L of the rivet length L of the rivet body 111, the 0.7L guide hole 11117 is applicable to the object 2 to be fixed whose thickness is less than 0.7L of the rivet length L.
請參閱圖5,圖5為本發明鑽孔步驟A.示意圖。Please refer to FIG. 5 , which is a schematic diagram of the drilling step A of the present invention.
如圖5所示,本發明之鑽孔步驟A.將可分別在:0.5L板厚、及0.6L板厚之待鎖固物2上,鑽設孔徑d'+d'/16略大於釘芯10釘頭直徑d'-0、及鉚體11鉚身直徑d'-1的孔洞。As shown in FIG. 5 , the drilling step A. of the present invention can drill holes with a diameter d'+d'/16 slightly larger than the diameter d'-0 of the nail core 10 and the diameter d'-1 of the rivet body 11 on the objects 2 to be fixed with a thickness of 0.5L and 0.6L, respectively.
請參閱圖6,圖6為本發明預組步驟B.示意圖。Please refer to FIG. 6 , which is a schematic diagram of the pre-assembly step B. of the present invention.
如圖6所示,本發明拉釘1,係包含了釘芯10、及鉚體11所組成;As shown in FIG6 , the rivet 1 of the present invention comprises a rivet core 10 and a rivet body 11;
如圖6所示,本發明之預組步驟B. 將釘芯10由釘桿101端插入鉚體11之鉚身111端,使其形成本發明之拉釘1。As shown in FIG. 6 , the pre-assembly step B of the present invention is to insert the nail core 10 from the nail rod 101 end into the rivet body 111 end of the rivet body 11 to form the pull nail 1 of the present invention.
請參閱圖7,圖7為本發明裝設步驟C.示意圖。Please refer to Figure 7, which is a schematic diagram of the installation step C. of the present invention.
如圖7所示,本發明之裝設步驟C. 再將上述預組完成之拉釘1,插入鑽設步驟A.預先鑽設於待鎖固物2的孔洞。As shown in FIG. 7 , the installation step C of the present invention is to insert the pre-assembled pull pin 1 into the hole pre-drilled in the object 2 to be fastened in the drilling step A.
請參閱圖8,圖8為本發明固定步驟D.之第1較佳實施例示意圖。Please refer to FIG. 8 , which is a schematic diagram of the first preferred embodiment of the fixed step D. of the present invention.
如圖8所示,本發明之固定步驟D.之第1較佳實施例,該固定步驟D. 之第1較佳實施例,係將前述本發明之拉釘1插入鑽設步驟A.預先鑽設於0.5L板厚之待鎖固物2的孔洞,並將該拉釘1,將其鉚體11之鉚頭110施以軸向往待鎖固物2之力,同時將鉚芯10之拉拔段1012施予相對於鉚體11相反方向之力,使其鉚體11之鉚身111由根據尤拉長桿公式所述之鉚身長度L為柱等效長度,其數值視柱子兩側的支撐條件而定:若二端都固定,無法旋轉,L= 0.50;若一端固定,一端只用插銷連接,L≈ 0.7;此時該鉚身111之挫屈點將落在0.5L~0.7L產生應變,並且透過該鉚體11之鉚身111預先於0.6L處鑽設直徑為Ø導形孔,透過該0.6L處導形孔11116及根據上述之尤拉長桿公式所述,該鉚體11之鉚身111將由預先於0.6L處鑽設直徑為Ø導形孔開始產生挫屈應變,可將待鎖固物2厚度≦0.5L之待鎖固物2,固定於該拉釘1中至將其待鎖固物2固定。As shown in FIG8 , the first preferred embodiment of the fixing step D. of the present invention is to insert the aforementioned pull nail 1 of the present invention into the hole pre-drilled in the 0.5L thick plate of the object 2 to be locked by the drilling step A., and apply an axial force to the object 2 to be locked by the pull nail 1, and apply a force in the opposite direction to the rivet 11 by the drawing section 1012 of the rivet core 10, so that the rivet body 111 of the rivet body 11 is changed from the rivet body length L described by the Euler long rod formula to the column equivalent length, and its value depends on the support conditions on both sides of the column: if both ends are fixed and cannot rotate, L= 0.50; if one end is fixed and the other end is only connected by a pin, L≈0.7; at this time, the buckling point of the rivet body 111 will fall at 0.5L~0.7L to generate strain, and a guide hole with a diameter of Ø is pre-drilled at 0.6L through the rivet body 111 of the rivet body 11. Through the guide hole 11116 at 0.6L and according to the above-mentioned Euler long rod formula, the rivet body 111 of the rivet body 11 will start to generate buckling strain from the guide hole with a diameter of Ø pre-drilled at 0.6L, and the object 2 to be locked with a thickness of ≤0.5L can be fixed in the bolt 1 until the object 2 to be locked is fixed.
請參閱圖9、及圖10,圖9為本發明之第1較佳實施例固定步驟D.完成示意圖、圖10為本發明之第1較佳實施例固定步驟D.完成之立體示意圖。Please refer to FIG. 9 and FIG. 10 , FIG. 9 is a schematic diagram showing the completion of the first preferred embodiment of the present invention in fixed step D., and FIG. 10 is a three-dimensional schematic diagram showing the completion of the first preferred embodiment of the present invention in fixed step D.
如圖9、及圖10所示,本發明之該拉釘1,係可應用於前述第1較佳實施例之0.5L板厚之固定。As shown in FIG. 9 and FIG. 10 , the pull pin 1 of the present invention can be applied to fix the 0.5L thickness plate of the aforementioned first preferred embodiment.
上述第1較佳實施例之應用係為,本發明鉚體11之鉚身111由根據尤拉長桿公式所述之鉚身長度L為柱等效長度,其數值視柱子兩側的支撐條件而定:若二端都固定,無法旋轉,L= 0.5;若一端固定,一端只用插銷連接,L≈ 0.7;此時該鉚身111之挫屈點將落在0.5L~0.7L產生應變,並且透過該鉚體11之鉚身111預先於0.6L處鑽設0.6L處直徑為Ø導形孔,並透過上述設置之0.6L處導形孔11116,本發明之該拉釘1,係可由單一形式之鉚體11應用於不同板厚之待鎖固物2時可透過上述導形孔讓該鉚身111由材料特性及該導形孔之輔助下做最適當的挫屈應變至將其待鎖固物固定。The application of the first preferred embodiment is that the rivet 111 of the rivet 11 of the present invention is based on the rivet length L described in the Euler rod formula as the column equivalent length, and its value depends on the support conditions on both sides of the column: if both ends are fixed and cannot rotate, L= 0.5; if one end is fixed and the other end is only connected with a pin, L≈ 0.7; at this time, the buckling point of the rivet body 111 will fall at 0.5L~0.7L to generate strain, and a guide hole with a diameter of Ø is drilled at 0.6L in advance through the rivet body 111 of the rivet body 11, and through the guide hole 11116 set at 0.6L, the pull nail 1 of the present invention can be used by a single type of rivet body 11 for the object 2 to be locked with different plate thicknesses. The rivet body 111 can be used through the guide hole to make the most appropriate buckling strain with the help of material properties and the guide hole to fix the object to be locked.
請參閱圖11,圖11為本發明固定步驟D.之第2較佳實施例示意圖。Please refer to FIG. 11 , which is a schematic diagram of the second preferred embodiment of the fixed step D. of the present invention.
如圖11所示,本發明之固定步驟D.之第2較佳實施例,該固定步驟D. 之第2較佳實施例,係將前述本發明之拉釘1插入鑽設步驟A.預先鑽設於0.6L板厚之待鎖固物2的孔洞,並將該拉釘1,將其鉚體11之鉚頭110施以軸向往待鎖固物2之力,同時將鉚芯10之拉拔段1012施予相對於鉚體11相反方向之力,使其鉚體11之鉚身111由根據尤拉長桿公式所述之鉚身長度L為柱等效長度,其數值視柱子兩側的支撐條件而定:若二端都固定,無法旋轉,L= 0.5;若一端固定,一端只用插銷連接,L≈ 0.7;此時該鉚身111之挫屈點將落在0.5L~0.7L產生應變,並且透過該鉚體11之鉚身111預先於0.7L處鑽設直徑為Ø/2導形孔,透過該0.7L處導形孔11117及根據上述之尤拉長桿公式所述,該鉚體11之鉚身111將由預先於0.7L處鑽設直徑為Ø/2導形孔開始產生挫屈應變,可將待鎖固物2厚度≦0.6L之待鎖固物2,固定於該拉釘1中至將其待鎖固物2固定。As shown in FIG. 11 , the second preferred embodiment of the fixing step D. of the present invention is to insert the aforementioned pull nail 1 of the present invention into the hole pre-drilled in the 0.6L thick plate of the object 2 to be locked by the drilling step A., and apply an axial force to the object 2 to be locked by the pull nail 1, and apply a force in the opposite direction to the rivet 11 by the drawing section 1012 of the rivet core 10, so that the rivet body 111 of the rivet body 11 is changed from the rivet body length L described by the Euler long rod formula to the column equivalent length, and its value depends on the support conditions on both sides of the column: if both ends are fixed and cannot rotate, L= 0.5; if one end is fixed and the other end is only connected with a pin, L≈0.7; at this time, the buckling point of the rivet body 111 will fall at 0.5L~0.7L to generate strain, and a guide hole with a diameter of Ø/2 is pre-drilled at 0.7L through the rivet body 111 of the rivet body 11. Through the guide hole 11117 at 0.7L and according to the above-mentioned Euler long rod formula, the rivet body 111 of the rivet body 11 will start to generate buckling strain from the guide hole with a diameter of Ø/2 pre-drilled at 0.7L, and the object 2 to be locked with a thickness of ≤0.6L can be fixed in the bolt 1 until the object 2 to be locked is fixed.
請參閱圖12、及圖13,圖12為本發明之第2較佳實施例固定步驟D.完成示意圖、圖13為本發明之第2較佳實施例固定步驟D.完成之立體示意圖。Please refer to FIG. 12 and FIG. 13 , FIG. 12 is a schematic diagram showing the completion of the second preferred embodiment of the present invention in fixed step D., and FIG. 13 is a three-dimensional schematic diagram showing the completion of the second preferred embodiment of the present invention in fixed step D.
如圖12、及圖13所示,本發明之該拉釘1,係可應用於前述第1較佳實施例之0.6L板厚之固定。As shown in FIG. 12 and FIG. 13 , the pull pin 1 of the present invention can be applied to fix the 0.6L thickness plate of the aforementioned first preferred embodiment.
上述第1較佳實施例之應用係為,本發明鉚體11之鉚身111由根據尤拉長桿公式所述之鉚身長度L為柱等效長度,其數值視柱子兩側的支撐條件而定:若二端都固定,無法旋轉,L= 0.5;若一端固定,一端只用插銷連接,L≈ 0.7;此時該鉚身111之挫屈點將落在0.5L~0.7L產生應變,並且透過該鉚體11之鉚身111預先於0.7L處鑽設0.7L處直徑為Ø/2導形孔,並透過上述設置之0.7L處導形孔11117,本發明之該拉釘1,係可由單一形式之鉚體11應用於不同板厚之待鎖固物2時可透過上述導形孔讓該鉚身111由材料特性及該導形孔之輔助下做最適當的挫屈應變至將其待鎖固物固定。The application of the first preferred embodiment is that the rivet 111 of the rivet 11 of the present invention is based on the rivet length L described in the Euler rod formula as the column equivalent length, and its value depends on the support conditions on both sides of the column: if both ends are fixed and cannot rotate, L= 0.5; if one end is fixed and the other end is only connected with a pin, L≈ 0.7; at this time, the buckling point of the rivet body 111 will fall at 0.5L~0.7L to generate strain, and a guide hole with a diameter of Ø/2 is drilled at 0.7L in advance through the rivet body 111 of the rivet body 11, and through the guide hole 11117 set at 0.7L, the pull nail 1 of the present invention can be used by a single type of rivet body 11 for the object 2 to be locked with different plate thicknesses. The rivet body 111 can be used through the guide hole to make the most appropriate buckling strain with the help of material properties and the guide hole to fix the object to be locked.
綜合上述,本發明的優點在於:In summary, the advantages of the present invention are:
1.整體釘芯長度縮短在製造成本有效的降低: 本發明釘芯10之拉拔段1012為具有徑向凸形環狀結構10120,並於該徑向凸形環狀結構10120上設置有錯位式軸向直線開槽部10121,並且透過該錯位式向直線開槽10121部可增加拉拔時之握裹力,使整體釘芯10長度縮短在製造成本有效的降低,如習知釘芯10'拉拔段長度為L',本發明相較習知釘芯拉拔段縮短長度可為0.01L'~0.10L',相較於習知釘芯拉10'拔段段長度為L',本發明釘芯10縮短後拔段1012長度可為L''。1. The overall nail core length is shortened, which effectively reduces the manufacturing cost: The drawing section 1012 of the nail core 10 of the present invention has a radial convex annular structure 10120, and a staggered axial straight groove portion 10121 is provided on the radial convex annular structure 10120. The staggered axial straight groove portion 10121 can increase the holding force during drawing, so that the overall nail core 10 is shortened. The shortening can effectively reduce the manufacturing cost. For example, the length of the drawing section of the conventional nail core 10' is L', and the shortening length of the drawing section of the conventional nail core 10 can be 0.01L'~0.10L'. Compared with the length of the drawing section of the conventional nail core 10' being L', the length of the drawing section 1012 of the nail core 10 after shortening can be L''.
2.利用本發明之釘芯開槽段結構有效增加本發明拉釘拉拔後之握裹力:本發明釘芯10開槽段1011因拉拔後需藉由铆體11向內形變,讓其錯位式徑向環形開槽部10111與軸向直線開槽結構10112產生的結構,與铆體11嵌合使其增加拉拔後之握裹力。2. The slotted section structure of the nail core of the present invention is used to effectively increase the holding force of the bolt after drawing: the slotted section 1011 of the nail core 10 of the present invention needs to be deformed inward by the rivet body 11 after drawing, so that the structure formed by the staggered radial annular slotted portion 10111 and the axial linear slotted structure 10112 is embedded with the rivet body 11 to increase the holding force after drawing.
3.利用本發明之鉚體所搭配使用之拉釘可適用於多種板厚之待鎖固物:本發明鉚體11之鉚身111由根據尤拉長桿公式所述之鉚身長度L為柱等效長度,其數值視柱子兩側的支撐條件而定:若二端都固定,無法旋轉,L= 0.5;若一端固定,一端只用插銷連接,L≈ 0.7;此時該鉚身111之挫屈點將落在0.5L~0.7L產生應變,並且透過該鉚體11之鉚身111預先於0.6L、0.7L處分別鑽設0.6L處直徑為Ø導形孔、0.7L處直徑為Ø/2導形孔,並透過上述分別設置之0.6L處導形孔11116、0.7L處導形孔11117,本發明之該拉釘1,係可由單一形式之鉚體11應用於不同板厚之待鎖固物2時可透過上述三種導形孔降低該鉚身111的破壞韌性讓其容易產生挫屈應變,藉由該導形孔之輔助下做最適當的挫屈應變至將其待鎖固物固定。3. The draw nail used with the rivet of the present invention can be applied to various plate thicknesses to be locked: the rivet body 111 of the rivet body 11 of the present invention is based on the rivet body length L described in the Euler rod formula as the column equivalent length, and its value depends on the support conditions on both sides of the column: if both ends are fixed and cannot rotate, L= 0.5; if one end is fixed and the other end is only connected with a pin, L≈ 0.7; at this time, the bending point of the screw body 111 will fall at 0.5L~0.7L to generate strain, and the screw body 111 of the screw body 11 is pre-drilled at 0.6L and 0.7L respectively with a Ø guide hole at 0.6L and a Ø/2 guide hole at 0.7L, and the guide hole 111 at 0.6L is set 16. The guide hole 11117 at 0.7L. The pull nail 1 of the present invention can be applied to the objects 2 to be fixed with different plate thicknesses by using a single type of rivet body 11. The three types of guide holes mentioned above can reduce the destructive toughness of the rivet body 111 so that it is easy to produce buckling strain. With the assistance of the guide hole, the most appropriate buckling strain can be made to fix the object to be fixed.
故,本發明在同類產品中具有極佳之進步性以及實用性,同時查遍國內外關於此類結構之技術資料文獻後,確實未發現有相同或近似之構造存在於本案申請之前,因此本案應已符合『創作性』、『合於產業利用性』以及『進步性』的專利要件,爰依法提出申請之。Therefore, this invention has excellent progress and practicality among similar products. At the same time, after searching domestic and foreign technical data and literature on this type of structure, it is indeed found that there is no identical or similar structure existing before the application of this case. Therefore, this case should have met the patent requirements of "creativity", "suitability for industrial application" and "progress", and the application is filed in accordance with the law.
唯,以上所述者,僅係本發明之較佳實施例而已,舉凡應用本發明說明書及申請專利範圍所為之其它等效結構變化者,理應包含在本發明之申請專利範圍內。However, the above-mentioned are only the preferred embodiments of the present invention. Any other equivalent structural changes made by applying the present invention specification and the scope of the patent application should be included in the scope of the patent application of the present invention.
1:拉釘 10:釘芯 10':習知釘芯 100:釘頭 d'-0:釘頭直徑 101:釘桿 1010:束固段 d-0:束固段直徑 1011:開槽段 10111:錯位式徑向環形開槽部 10112:軸向直線開槽結構 1012:拉拔段 10120:徑向凸形環狀結構 10121:錯位式軸向直線開槽部 11:鉚體 d-1:鉚體孔徑 11':習知鉚體 110:鉚頭 111:鉚身 d'-1:鉚身直徑 L:鉚身長度 1110:鎖固段 1111:挫屈段 0.6L:第一挫屈點 11116:0.6L處導形孔 Ø:0.6L處導形孔直徑 0.7L:第二挫屈點 11117:0.7L處導形孔 Ø/2:0.7L處導形孔直徑 L':習知釘芯拉拔段長度 L":本發明釘芯縮短後之拉拔段長度 0.01L'~0.10L':本發明相較習知釘芯拉拔段縮短長度 2:待鎖固物 A.:鑽孔步驟 B.:預組步驟 C.:裝設步驟 D.:固定步驟 d'+d'/16:鑽設孔徑1: Pulling nail 10: Nail core 10': Known nail core 100: Nail head d'-0: Nail head diameter 101: Nail rod 1010: Tie section d-0: Tie section diameter 1011: Slot section 10111: Staggered radial annular slotting section 10112: Axial straight slotting structure 1012: Drawing section 10120: Radial convex annular structure 10121: Staggered axial straight slotting section 11: Rivet body d-1: Rivet body hole diameter 11': Known rivet body 110: Rivet head 111: Rivet body d'-1: Rivet body diameter L: Rivet body length 1110: Locking section 1111: Buckling section 0.6L: First buckling point 11116: Guide hole at 0.6L Ø: Guide hole diameter at 0.6L 0.7L: Second buckling point 11117: Guide hole at 0.7L Ø/2: Guide hole diameter at 0.7L L': Length of the conventional drawing section of the nail core L": Length of the drawing section after the nail core of the present invention is shortened 0.01L'~0.10L': Shortened length of the drawing section of the nail core of the present invention compared with the conventional nail core 2: Object to be locked A.: Drilling step B.: Pre-assembly step C.: Installation step D.: Fixing step d'+d'/16: Drilling hole diameter
圖1: 本發明釘芯10與習知釘芯10'對比示意圖;FIG1 : A schematic diagram comparing the nail core 10 of the present invention and the conventional nail core 10 ′;
圖2: 本發明鉚體11與習知鉚體11'對比示意圖;FIG2 : A schematic diagram comparing the rivet 11 of the present invention and the conventional rivet 11 ′;
圖3: 本發明釘芯10示意圖;Figure 3: Schematic diagram of the nail core 10 of the present invention;
圖4: 本發明鉚體11示意圖;Figure 4: Schematic diagram of the riveting body 11 of the present invention;
圖5: 本發明鑽孔步驟A.示意圖;Figure 5: Schematic diagram of the drilling step A of the present invention;
圖6: 本發明預組步驟B.示意圖;Figure 6: Schematic diagram of the pre-assembly step B of the present invention;
圖7: 本發明裝設步驟C.示意圖;Figure 7: Schematic diagram of the installation step C. of the present invention;
圖8: 本發明固定步驟D.之第1較佳實施例示意圖;FIG8 : A schematic diagram of the first preferred embodiment of the fixed step D. of the present invention;
圖9: 本發明之第1較佳實施例固定步驟D.完成示意圖;Figure 9: Schematic diagram of the first preferred embodiment of the present invention, fixed step D. completed;
圖10: 本發明之第1較佳實施例固定步驟D.完成之立體示意圖;FIG10 : A three-dimensional schematic diagram of the fixing step D. of the first preferred embodiment of the present invention;
圖11: 本發明固定步驟D.之第2較佳實施例示意圖;FIG11 : A schematic diagram of the second preferred embodiment of the fixing step D. of the present invention;
圖12: 本發明之第2、較佳實施例固定步驟D.完成示意圖;FIG. 12 : A schematic diagram showing the completion of the second preferred embodiment of the present invention in fixed step D.;
圖13: 本發明第2較佳實施例固定步驟D.完成之立體示意圖;FIG13 : A three-dimensional schematic diagram of the second preferred embodiment of the present invention after the fixing step D. is completed;
B.:預組步驟 B.: Pre-assembly steps
1:拉釘 1: Pin
2:待鎖固物 2: Objects to be locked
10:釘芯 10: Nail core
100:釘頭 100: Nail head
d'-0:釘頭直徑 d'-0: nail head diameter
101:釘桿 101: Nail
1010:束固段 1010:Bundle fixing section
d-0:束固段直徑 d-0: Diameter of the binding section
11:鉚體 11: Rivet body
d-1:鉚體孔徑 d-1: Rivet hole diameter
111:鉚身 111: Rivet
d'-1:鉚身直徑 d'-1: Drill body diameter
L:鉚身長度 L: Rivet length
0.6L:第一挫屈點 0.6L: First bending point
0.7L:第二挫屈點 0.7L: Second bending point
Claims (4)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TW112140038A TWI865113B (en) | 2023-10-19 | 2023-10-19 | Blind rivet with two-part buckling rivet body and longitudinal restraint rivet mandrel and the construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| TW112140038A TWI865113B (en) | 2023-10-19 | 2023-10-19 | Blind rivet with two-part buckling rivet body and longitudinal restraint rivet mandrel and the construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| TWI865113B true TWI865113B (en) | 2024-12-01 |
| TW202517907A TW202517907A (en) | 2025-05-01 |
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|---|---|---|---|
| TW112140038A TWI865113B (en) | 2023-10-19 | 2023-10-19 | Blind rivet with two-part buckling rivet body and longitudinal restraint rivet mandrel and the construction method thereof |
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| Country | Link |
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| TW (1) | TWI865113B (en) |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20170114815A1 (en) * | 2011-04-06 | 2017-04-27 | GM Global Technology Operations LLC | Fabricated-in-place inserts to receive self-piercing rivets |
| US20180279800A1 (en) * | 2014-08-01 | 2018-10-04 | Thorley Industries Llc | Infant chairs |
| US20190203877A1 (en) * | 2018-01-02 | 2019-07-04 | David H. Scalise | System and method for wall mounting with a rotating bushing |
-
2023
- 2023-10-19 TW TW112140038A patent/TWI865113B/en active
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20170114815A1 (en) * | 2011-04-06 | 2017-04-27 | GM Global Technology Operations LLC | Fabricated-in-place inserts to receive self-piercing rivets |
| US20180279800A1 (en) * | 2014-08-01 | 2018-10-04 | Thorley Industries Llc | Infant chairs |
| US20190203877A1 (en) * | 2018-01-02 | 2019-07-04 | David H. Scalise | System and method for wall mounting with a rotating bushing |
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|---|---|
| TW202517907A (en) | 2025-05-01 |
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