CN101576113A - Bolt combiner with thread pitch difference between bolt and nut - Google Patents
Bolt combiner with thread pitch difference between bolt and nut Download PDFInfo
- Publication number
- CN101576113A CN101576113A CNA2009100110369A CN200910011036A CN101576113A CN 101576113 A CN101576113 A CN 101576113A CN A2009100110369 A CNA2009100110369 A CN A2009100110369A CN 200910011036 A CN200910011036 A CN 200910011036A CN 101576113 A CN101576113 A CN 101576113A
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- bolt
- nut
- combiner
- screw
- pitch difference
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Abstract
The invention relates to a bolt combiner with thread pitch difference between a bolt and a nut, which belongs to the technical field of machine parts. The bolt combiner comprises the bolt and the nut, wherein the bolt comprises a bolt head, a bolt cylindrical part and a threaded part; the threaded part consists of an incomplete threaded part, a thread tooth removing part and a complete threaded part; and the thread pitch Pn of the nut is slightly larger than the thread pitch Pb of the bolt, and the following relational expression is satisfied: (Pn-Pb)/Pb is more than or equal to 2*10<-3> and is less than or equal to 2*10<-2>. By adjusting the thread pitch difference between the bolt and the nut in a humidity range, the bolt combiner has obvious locking effect, cannot cause loosening and fatigue damages by applying repeated varying stresses under a connection state, can surely maintain the connection state, has good anti-flaccid property and fatigue resistance, can be applicable to occasions with repeated stresses, and has extra-high industrial applicability.
Description
Technical field
The invention belongs to the mechanical parts technical field, be particularly related to a kind of bolt combiner that between bolt and nut, has pitch difference, be combined to form by the screw bolt and nut that between parts such as various machineries, structure, utensil, plays interconnect function, be difficult for phenomenons such as loosening, fatigue fracture especially for parts movable, that bear external vibration joint.
Background technique
The v thread that bolt generally uses, the frictional force of flank of thread is big, can reach powerful fastening; On the other hand, also have characteristics: even if once fastening bolt, a simple tools also can be easy to make its loosening, decomposition.But, even powerful fastening bolt, in long-term fastening using process, the size of external force constantly changes, and is applied on the bolt, at this moment, screw bolt and nut rotates on loosening direction, produce and become flexible, in case loosening, as not repairing this part again, thereafter external force can put on excessive stress on the bolt repeatedly, the result causes bolt fracture, in addition, and the combination of screw bolt and nut, bolt root produces tension force during use on the one hand, nut can produce compressive force on the one hand, and in bolt generation fatigue fracture, the end face of nut is because the effect damage of tension force.
Summary of the invention
In order to solve the problem of above existence, the invention provides a kind of bolt combiner that between bolt and nut, has pitch difference.
Technological scheme of the present invention is such: this bolt combiner comprises screw bolt and nut, and bolt comprises bolt head, columnar portion and screw section, and the screw section removes portion by imperfect thread portion, worm tooth and perfect thread portion forms, the pitch P of nut
nBe slightly larger than the pitch P of bolt
b, and satisfy relation 2 * 10
-3≤ (P
n-P
b)/P
b≤ 2 * 10
-2
Described bolt and its link nut screw togather the position, obtain the good state that screws togather when satisfying following formula, the pass that screws togather length a and nut height H that worm tooth is removed portion and bolt connection piece nut is a=(0.5～0.8) H, the screw section begins screw thread by the oblique part of removing from thread root, this part forms the worm tooth of taper type and removes portion, the path place of being removed portion by the taper type worm tooth slowly is circular-arc hole enlargement and forms imperfect thread portion to columnar portion, can avoid producing stress in this position and concentrate the effect of improving fatigue strength that can keep the taper type worm tooth portion of removing to bring.
Described bolt material hardness H
bMaterial hardness H with the coarse-pitch thread nut
nThe pass be H
n=(0.4～0.9) H
b
Increase the bolt head of bolt and the transition portion arc surface radius R of columnar portion, and the arc surface of columnar portion and bolt head joint is carried out local plastic processing with impact force.
Increasing the columnar portion of bolt and the arc surface radius R of bolt head joint is under the identical situation of columnar portion diameter, and the arc surface radius R of the bolt head of bolt and the transition portion of columnar portion is 1.5～3 times of the radius of arc stipulated among the commercial size ISO.
Describedly with impact force the arc surface of columnar portion and bolt head joint being carried out local plastic processing, is to adopt steel ball that arc surface is carried out shock treatment, and the issuing velocity of steel ball is 50～200m/s, impacts that to be subject to processing area be 150%～400%.
The invention has the beneficial effects as follows: the present invention is by adjusting the pitch difference of screw bolt and nut in humidity range, anti-loosing effect is obvious, under coupled condition, apply repeatedly varying stress and also can not cause loosening and fatigue damage, can keep coupled condition really, possess fabulous anti-slow property and the fatigue resistance of speeding, applicable to the place of repeated stress effect, on industry, has high usability.
Description of drawings
Fig. 1 is a bolt arrangement schematic representation of the present invention;
Fig. 2 is the partial enlarged drawing of Fig. 1;
Among the figure: among the figure: 1 bolt head, 2 bolt columnar portion, 3 imperfect thread portions, 4 screw sections, 5 worm tooths are removed portion.
Embodiment
Example 1: as shown in Figure 1, 2, be the bolt arrangement schematic representation, adopt the bolt of the M16 with ISO defined, bolt comprises bolt head 1, bolt columnar portion 2 and screw section 4, screw section 4 removes portion 5 by perfect thread portion of portion 3, screw thread and perfect thread portion forms, the pitch P of bolt
bBe 2mm, by the oblique part of removing, the worm tooth that forms taper type is removed portion 5 from thread root in the screw section, and worm tooth is removed the line of portion's 5 each crest and the angle of bolt axis is 7% ± 1%, and the long more angle of screw rod is more little; The path place of being removed portion 5 by the taper type worm tooth slowly is circular-arc hole enlargement and perfect thread portion of shape portion 3 to bolt columnar portion 2; The pitch P of bolt combiner nut
nBe 2.007mm, because the pitch difference of screw bolt and nut, when both are integrated rotation, portion takes place loosening easily, under the state of screwing togather, the screw thread of nut produces appropriate frictional force between compressive force and bolt, nut to the screw thread of bolt, can make bolt be not easy to damage, also give very big resistance in loosening direction, even if apply varying stress from the outside, also can keep good anti-loosening performance, also can suppress the long-term back of using really by becoming flexible that external force causes, prevent the accident that causes because of loosening to have very high reliability and supportive.
When nut and screw threaded, the taper type worm tooth of bolt is removed the height of portion's 5 each screw thread, be inversely proportional to the surface pressure of sharing and successively decrease, thereby make the taper type worm tooth remove the load homogenization that portion's 5 each screw thread are born, the taper type worm tooth in the inner side end zone that concentrates on nut be can relax and the tension force and the Qu Li at the screw thread tooth base place of portion 5 removed, can increase substantially the fatigue strength of bolt, select the length of bolt according to the thickness of connected body, and use pad where necessary, thereby nut can be adjusted to the optimum position, obtain the good state that screws togather, nut was removed portion 5 with 80% of total length with the taper type worm tooth of bolt and was screwed this moment, the worm tooth that makes the taper type worm tooth remove portion 5 only contacts the front end of the worm tooth of flexible nut, thereby can reduce area of contact, relax incomplete contact condition, reduce near significantly apart from dangerous section, remove the stress at portion 5 screw thread tooth base places at the taper type worm tooth, have reliable fatigue strength and effective anti-loosening property.
Bolt the selection of material SCNM630, hardness H
bBe 300, nut material is S20C, the hardness H of coarse-pitch thread nut
nBe 170, make screw bolt and nut area of contact in the process of screwing togather increase, reduce stress and concentrate, also improved fatigue strength; The arc surface radius R of bolt columnar portion 2 and bolt head 1 joint is increased to 1.0mm, and the arc surface of bolt columnar portion 2 and bolt head 1 joint carried out shock treatment with steel ball, the striking velocity of steel ball is 100m/s, it is 300% that impact is subject to processing area, not only make structure refinement, produced compressive residual stress, the hardness sclerosis, increase fatigue strength, also improved the working life of bolt in addition.
These screw bolt and nut are connected on the anchor clamps, use torque wrench, be envisioned in actual environment, behind the fastening 15Nm of spanner, carry out fatigue experiment, and estimate endurance life and anti-relaxing property that the bolt chain is taken over.The machinery of fatigue experiment is EHF10, and the average stress of experiment is 230MPa, and toggle speed is 10Hz, and the fatigue limit of bolt is defined as 2 * 10
6Inferior reciprocal time intensity.
Result of experiment, the fatigue limit intensity of bolt is 110MPa, and is high more a lot of than general bolt fatigue limit intensity level (100MPa); The fatigue strength values of the release bolt of many machinings is 50MPa, and bolt of the present invention has shown better fatigue limit.In addition, in experiment, stand the varying stress that applies repeatedly and do not have loosening bolt, shown that it possesses good anti-relaxing property.
Claims (6)
1, a kind of bolt combiner that between screw bolt and nut, has pitch difference, this bolt combiner comprises screw bolt and nut, bolt comprises bolt head, bolt columnar portion and screw section, the screw section removes portion by imperfect thread portion, worm tooth and perfect thread portion forms, and it is characterized in that the pitch P of nut
nBe slightly larger than the pitch P of bolt
b, and satisfy relation 2 * 10
-3≤ (P
n-P
b)/P
b≤ 2 * 10
-2
2, the bolt combiner that between screw bolt and nut, has pitch difference according to claim 1, the position that screws togather that it is characterized in that described bolt and its link nut, obtain the good state that screws togather when satisfying following formula, the pass that screws togather length a and nut height H that worm tooth is removed portion and bolt connection piece nut is a=(0.5～0.8) H.
3, the bolt combiner that has pitch difference between screw bolt and nut according to claim 1 is characterized in that the material hardness H of described bolt
bMaterial hardness H with the coarse-pitch thread nut
nThe pass be H
n=(0.4～0.9) H
b
4, the bolt combiner that between screw bolt and nut, has pitch difference according to claim 1, it is characterized in that the bolt head of described increase bolt and the transition portion arc surface radius R of bolt columnar portion, and the arc surface of bolt columnar portion and bolt head joint is carried out local plastic processing with impact force.
5, the bolt combiner that has pitch difference between screw bolt and nut according to claim 4 is characterized in that described arc surface radius R is 1.5～3 times of the arc surface radius stipulated among the commercial size ISO.
6, the bolt combiner that between screw bolt and nut, has pitch difference according to claim 4, it is characterized in that describedly the arc surface of bolt columnar portion and bolt head joint being carried out local plastic processing with impact force, be to adopt steel ball that arc surface is carried out shock treatment, the issuing velocity of steel ball is 50～200m/s, and it is 150%～400% that impact is subject to processing area.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2009100110369A CN101576113A (en) | 2009-04-03 | 2009-04-03 | Bolt combiner with thread pitch difference between bolt and nut |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2009100110369A CN101576113A (en) | 2009-04-03 | 2009-04-03 | Bolt combiner with thread pitch difference between bolt and nut |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101576113A true CN101576113A (en) | 2009-11-11 |
Family
ID=41271136
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA2009100110369A Pending CN101576113A (en) | 2009-04-03 | 2009-04-03 | Bolt combiner with thread pitch difference between bolt and nut |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101576113A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102588410A (en) * | 2011-01-04 | 2012-07-18 | 西门子公司 | Bolted connection for connecting two wind turbine components by bolts |
| CN106438657A (en) * | 2016-12-07 | 2017-02-22 | 石文祥 | Thread pitch interference fit thread, threaded connector and corrected thread machining tool |
| CN108253209A (en) * | 2016-12-29 | 2018-07-06 | 诠丰精密工具股份有限公司 | Threads construct |
| CN108661995A (en) * | 2018-07-18 | 2018-10-16 | 中国船舶重工集团公司第七0三研究所 | A kind of decreasing worm-pitch screw connection structure |
| CN113728170A (en) * | 2019-06-04 | 2021-11-30 | 舍弗勒技术股份两合公司 | Connecting element with a threaded connecting part |
-
2009
- 2009-04-03 CN CNA2009100110369A patent/CN101576113A/en active Pending
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102588410A (en) * | 2011-01-04 | 2012-07-18 | 西门子公司 | Bolted connection for connecting two wind turbine components by bolts |
| US9068558B2 (en) | 2011-01-04 | 2015-06-30 | Siemens Aktiengesellschaft | Bolted connection for connecting two wind turbine components by bolts |
| CN106438657A (en) * | 2016-12-07 | 2017-02-22 | 石文祥 | Thread pitch interference fit thread, threaded connector and corrected thread machining tool |
| CN108253209A (en) * | 2016-12-29 | 2018-07-06 | 诠丰精密工具股份有限公司 | Threads construct |
| CN108661995A (en) * | 2018-07-18 | 2018-10-16 | 中国船舶重工集团公司第七0三研究所 | A kind of decreasing worm-pitch screw connection structure |
| CN113728170A (en) * | 2019-06-04 | 2021-11-30 | 舍弗勒技术股份两合公司 | Connecting element with a threaded connecting part |
| CN113728170B (en) * | 2019-06-04 | 2024-03-01 | 舍弗勒技术股份两合公司 | Connecting element with threaded connection |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
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| C12 | Rejection of a patent application after its publication | ||
| RJ01 | Rejection of invention patent application after publication |
Open date: 20091111 |