CN106151234A - A kind of using method of the screw bolt-type rivet that cannot dismantle - Google Patents

A kind of using method of the screw bolt-type rivet that cannot dismantle Download PDF

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Publication number
CN106151234A
CN106151234A CN201610343397.3A CN201610343397A CN106151234A CN 106151234 A CN106151234 A CN 106151234A CN 201610343397 A CN201610343397 A CN 201610343397A CN 106151234 A CN106151234 A CN 106151234A
Authority
CN
China
Prior art keywords
nut
jump ring
conventional stud
thread
rivet
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201610343397.3A
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Chinese (zh)
Inventor
梁嘉麟
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
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Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN201610343397.3A priority Critical patent/CN106151234A/en
Publication of CN106151234A publication Critical patent/CN106151234A/en
Pending legal-status Critical Current

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Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16BDEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B39/00Locking of screws, bolts or nuts
    • F16B39/22Locking of screws, bolts or nuts in which the locking takes place during screwing down or tightening
    • F16B39/24Locking of screws, bolts or nuts in which the locking takes place during screwing down or tightening by means of washers, spring washers, or resilient plates that lock against the object
    • F16B39/26Locking of screws, bolts or nuts in which the locking takes place during screwing down or tightening by means of washers, spring washers, or resilient plates that lock against the object with spring washers fastened to the nut or bolt-head
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16BDEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B39/00Locking of screws, bolts or nuts
    • F16B39/22Locking of screws, bolts or nuts in which the locking takes place during screwing down or tightening
    • F16B39/28Locking of screws, bolts or nuts in which the locking takes place during screwing down or tightening by special members on, or shape of, the nut or bolt
    • F16B39/284Locking by means of elastic deformation
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16BDEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B39/00Locking of screws, bolts or nuts
    • F16B39/22Locking of screws, bolts or nuts in which the locking takes place during screwing down or tightening
    • F16B39/24Locking of screws, bolts or nuts in which the locking takes place during screwing down or tightening by means of washers, spring washers, or resilient plates that lock against the object
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B25HAND TOOLS; PORTABLE POWER-DRIVEN TOOLS; MANIPULATORS
    • B25BTOOLS OR BENCH DEVICES NOT OTHERWISE PROVIDED FOR, FOR FASTENING, CONNECTING, DISENGAGING OR HOLDING
    • B25B13/00Spanners; Wrenches
    • B25B13/48Spanners; Wrenches for special purposes
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B25HAND TOOLS; PORTABLE POWER-DRIVEN TOOLS; MANIPULATORS
    • B25BTOOLS OR BENCH DEVICES NOT OTHERWISE PROVIDED FOR, FOR FASTENING, CONNECTING, DISENGAGING OR HOLDING
    • B25B21/00Portable power-driven screw or nut setting or loosening tools; Attachments for drilling apparatus serving the same purpose
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B25HAND TOOLS; PORTABLE POWER-DRIVEN TOOLS; MANIPULATORS
    • B25BTOOLS OR BENCH DEVICES NOT OTHERWISE PROVIDED FOR, FOR FASTENING, CONNECTING, DISENGAGING OR HOLDING
    • B25B21/00Portable power-driven screw or nut setting or loosening tools; Attachments for drilling apparatus serving the same purpose
    • B25B21/001Combined nut setting and crimping
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16BDEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B35/00Screw-bolts; Stay-bolts; Screw-threaded studs; Screws; Set screws
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16BDEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
    • F16B37/00Nuts or like thread-engaging members

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Connection Of Plates (AREA)
  • Insertion Pins And Rivets (AREA)

Abstract

A kind of use (containing removing) method of the screw bolt-type rivet that cannot dismantle, it had both had the function (have and burn the concept that the similar feature that cannot dismantle of the red riveting method forging molding is the most locking with existing rivet on ground) realizing permanent " cannot dismantle ", can implement on the spot under conditions of various job sites (such as: high-altitude or under water) again " riveting " (the bolts and nuts fastening means of its work progress and dismountable existing routine is similar), and there is assembly cost the lowest (rivet element and construction sum are less than existing conventional rivet technology), the feature that i.e. " cost performance " is the highest.It has is not the fastening function of " locking ", only destroys the structure constituting screw bolt-type rivet, could it be removed in the steel structure structure used;It is particularly suitable in the engineering project of high level or Super High ground and frame building structure under water, bridge, railway and the nearly all steel structure version involved by military project carrying out scene on the spot " riveting " construct and replace the position that original needs weld.

Description

A kind of using method of the screw bolt-type rivet that cannot dismantle
Foregoing invention title is the divisional application project of following patent application original bill:
Original bill application number: 2012101941287;The original bill applying date: on June 13rd, 2012;
Original bill denomination of invention: the screw bolt-type rivet that cannot dismantle and riveting using method when constructing at the scene thereof.
Technical field
The present invention relates to the technology of rivet, particularly relate to a kind of screw bolt-type rivet that cannot dismantle and (example at the scene thereof " riveting " using method during construction such as: high-altitude or under water).
Background technology
At present, the bridge in the middle of general big-and-middle-sized engineering, especially high-rise building, and the various steel structures that military project relates to The engineering of version, all can't do without this securing member that cannot dismantle of rivet, because rivet has and strongly and frequently shaking In the case of have never loosen feature (unless rivet is thoroughly destroyed).
But, the deficiency of existing rivet is: be difficult to the high-altitude more than ground or site operation under water, because it is necessary Ground burn red after can to need riveting workpiece forge beat after can complete riveting overall process, therefore, In the middle of riveting engineerings more than various ground, all can't do without the surface weldering of the meeting generation fragility stress concentration that people are unwilling to use Connect technique to refer and synthesize wherein.
The most modern external building or special skyscraper, be the most all the form molding needing to use steel frame construction riveting " cost performance " of maximum, the fastest construction speed and the most safe and reliable degree (anti-seismic performance is fabulous) can be obtained.
Therefore, if a kind of rivet arrangement can be invented, and it is existing to allow its riveting process can be suitable for various riveting construction Condition, i.e. allow rivet riveting process can the construction of high constructure top that can arrive of where face in office or people existing , or, people carries any job site under water that diving outfit can arrive to complete the process of riveting process, is people It is intended to " bottleneck " the big problem managing to solve always.
Summary of the invention
The purpose of the present invention: propose a kind of to solve the big problem of above-mentioned " bottleneck ".
The present invention it is critical only that:
Allow the conventional structure form of dismountable bolts and nuts, according to " art is good for strength " mechanism described in common saying, design Above-mentioned bolts and nuts are allowed to realize non-removable version." it is provided with the domatic of embedding wedge angle by adding Retaining jump ring " (containing: being embedded into into the specific purpose tool between bolts and nuts of adapted) and concrete using method reality Existing.
Present invention feature compared with the prior art:
The function that can either realize permanent " non-dismountable " (has with existing rivet ground red " riveting " forging molding of burning The feature that cannot dismantle that mode is similar), again can under conditions of including high-altitude and the most various job sites the most just Ground construction (the most suitable with the mode of dismountable existing bolts and nuts fastening).Only destroy composition screw bolt-type The structure of rivet, could remove it in the steel structure version used, and the card stopping mechanism that sets in the present invention has custom The character of " art is good for strength " described in language or function rather than the most locking character or function.
Accompanying drawing explanation
Fig. 1 illustrates the version of screw bolt-type rivet;
Fig. 2 illustrates to constitute the critical component of screw bolt-type rivet and " is provided with the slope shape loosening-proof jump ring embedding wedge angle ";
Fig. 3 illustrates the left side view of Fig. 2;
Fig. 4 illustrates " D-D " sectional drawing of Fig. 2;
Fig. 5 illustrates the upward view of the specific purpose tool of adapted screw bolt-type rivet;
Fig. 6 illustrates the front view of the specific purpose tool of adapted screw bolt-type rivet.
1: conventional stud;2: special nut;3: the upper plate of workpiece;4: the lower plate of workpiece;H: conventional stud is with special Both nuts height (height of normal thread part) by the closely sealed contact portion of normal thread;V: increase in special nut Height in tapered interior flared part;K: slope shape loosening-proof jump ring;P: be provided with at least one hard and sharp embedding wedge angle;A: The section angle of thread groove two wall in conventional stud;B: the section angle of slope shape loosening-proof jump ring bottom;5: as specific purpose tool Manual defeated torque wrench handle;6: the nut type as specific purpose tool screws drive sleeve: 7: conventional internal thread;8: bulge-structure.
Detailed description of the invention
In order to realize the purpose of mesh of the present invention, the technology that plan employing is following:
One. the version of the screw bolt-type rivet constituting the present invention includes:
It includes that the one end by conventional stud 1 and adapted therewith is the tapered special nut of interior enlarging 2, and is embedded in this routine spiral shell Bolt 1 and this special nut 2 thread gaps between the two embedded in the slope shape loosening-proof jump ring K with embedded wedge angle P;Only The embedded wedge angle P on slope shape loosening-proof jump ring K is wanted slightly to be embedded in the metal threaded trench in conventional stud 1, can be effectively Stop the retrogressing displacement of whole slope shape loosening-proof jump ring K, so the most effectively prevent the derotation of special nut 2 give up the throne move can Can, it is maintained the inherent function that screw bolt-type rivet " rivets ".
The material hardness of the described slope shape loosening-proof jump ring K being provided with embedded wedge angle P should be hard more than the material of bolt 1 Degree;It can by by sheet metal mass simultaneous shearing molding, then through increasing the heat treatment of its hardness i.e. up to The requirement of hardness is improved to it;Guarantee that the embedded wedge angle P on above-mentioned slope shape loosening-proof jump ring K can be slightly under the compressing of external force Permitted to embed in the metal threaded trench in (penetrating) conventional stud 1, and such " embedding (penetrating) " is as long as being reached " somewhat " Degree is the most permissible;
The riveting parts that described screw bolt-type rivet is implemented is shaken severe by external influence, promotes special nut 2 The dynamics reversely rotating displacement (dynamics of conventional stud 1 to be exited) is the biggest, but, due to depositing of slope shape loosening-proof jump ring K , the dynamics stoping special nut 2 to reversely rotate displacement by the gradient on slope shape loosening-proof jump ring K is the biggest;Simultaneously: special The dynamics that nut 2 is blocked by slope shape loosening-proof jump ring K is the biggest, now oppresses the embedded point in embedding (penetrating) conventional stud 1 The dynamics of angle P is the biggest, and this dynamics prevents slope shape loosening-proof jump ring K forcefully in conventional stud 1 screw thread trench Relative displacement, this slope shape loosening-proof jump ring K will not be subjected to displacement, also it is prevented that special nut 2 gets loose the displacement of trend;
The section included angle B of described slope shape loosening-proof jump ring K bottom should be less than the section folder of thread groove two wall in conventional stud 1 Angle A;Guarantee that the embedded wedge angle P on above-mentioned slope shape loosening-proof jump ring K can embed in (penetrating) conventional stud 1 metal threaded In trench, this be accomplished by allowing in this slope shape loosening-proof jump ring K metal threaded trench in conventional stud 1 have certain between left and right Gap (move place), after the metal threaded trench in embedded wedge angle P embeds (penetrating) conventional stud 1, whole slope shape loosening-proof Jump ring K has i.e. been finally positioned;
The total height of described special nut 2 is passed through the closely sealed contact portion of normal thread by conventional stud 1 with special both nuts 2 The height V composition of tapered interior flared part of height H and increase, and, this height H should be with conventional stud 1 institute Require adapted the total height (gross thickness) that has of plain nut should identical (the bearing of screw bolt-type rivet making the present invention be drawn Power meets the national standard requirement of same diameter bolt and adapted nut);The closely sealed contact portion of above-mentioned normal thread Highly H is preferably 2:1 with the value ratio of the height V of above-mentioned tapered interior flared part;
(normal with on straight tube inwall of the unconventional screw thread on tapered interior enlarging wall of two kinds of different screw threads in described special nut 2 Rule screw thread) relative first post-treatment can be implemented from its two ends, and, it is ensured that the height H of above-mentioned closely sealed contact portion, i.e. conventional The screw thread of the height H scope of threaded portion can be implemented the closely sealed turn of any relative position and connect with the screw thread of conventional stud 1 Touch.Obvious: the normal thread on special nut 2 inwall and the screw thread on the unconventional tapered interior enlarging wall of special nut 2 The requirement of binding site be:
The described normal thread on special nut 2 inwall must be complete, it is possible to allows conventional stud 1 from above-mentioned joint portion Position precession is passed through, and the screw thread on the unconventional tapered interior enlarging wall of special nut 2 is permissible on above-mentioned binding site position It is incomplete, i.e. there is no need to allow the screw thread on this unconventional tapered interior enlarging wall and the conventional spiral shell on special nut 2 inwall Stricture of vagina must be the most identical;So requirement does not in use interfere with the precession of slope shape loosening-proof jump ring K;Normal conditions Under, when to the design of slope shape loosening-proof jump ring K, it is easy to just can accomplish not allow the most advanced and sophisticated precession of slope shape loosening-proof jump ring K extremely The position of the normal thread on above-mentioned special nut 2 inwall, is i.e. easy to allow the tip of slope shape loosening-proof jump ring K cannot arrive above-mentioned The binding site position of two kinds of screw threads.
Two. " riveting " specific purpose tool of adapted screw bolt-type rivet structurally includes:
It includes that nut type screws drive sleeve 6, and being positioned at this nut type, to screw the horizontal jacking of drive sleeve 6 lower end protruding Structure 8 screws the manual defeated torque wrench handle 5 of drive sleeve 6 upper end or mechanically or electrically moving of normal mode with being positioned at this nut type Defeated force mechanisms;
Defeated torque wrench handle 5(is by both welding fabrication front and back);The shape of this horizontal jacking bulge-structure 8 can be one By the machining molding of milling machine on individual nut, or, will this horizontal jacking bulge-structure 8 actually metal single Block) to be welded on one end of nut with reference to the position of Fig. 5 with Fig. 6 the most plastic.
Described nut type screws female thread 7 specification of drive sleeve 6 and the outer spiral shell of conventional stud 1 constituting screw bolt-type rivet Stricture of vagina can be mutually matched identical;Purpose is: allow the slope shape loosening-proof jump ring K can be accurate by it by this specific purpose tool Ground and closely be embedded in the standard bolt 1 constituting screw bolt-type rivet and special nut 2 thread gaps between the two In the middle of.
Described nut type screws drive sleeve 6 and have employed to magnetize at conventional electric power and become the steel of permanent magnet afterwards Material makes;Purpose is: temporarily adsorbs slope shape loosening-proof jump ring K with magnetic force and is facilitated and be successfully sent into often In the middle of rule bolt 1 and special nut 2 thread gaps between the two.
" riveting " construction tool special of described adapted screw bolt-type rivet structurally can be flexed one's muscle output data Or the size (belonging to prior art) of force production can be set in advance.Purpose is: guarantee " b " money journey Whether sequence suits the requirements the technology requirement reached.
Three. when screw bolt-type rivet is constructed at the scene (such as: the position that can arrive in high-altitude or underwater construction personnel
Put) concrete " riveting " using method include:
First, pass conventional stud 1 at the upper plate 3 needing riveting in lower plate 4 hole, and according to often
Special nut 2 is had conventional internal thread one end towards conventional stud 1 precession by the screw means mode of rule, and recycling is often The rule special nut of spanner dextrorotation 2, allow this special nut 2 screw on this conventional stud 1 (tightly push down above-mentioned upper plate 3 with Lower plate 4 reaches the compression degree of " riveting ");Without using the specific purpose tool of the present invention in the middle of this process, and Also cannot use.
The most then, the magnetic force relying on nut type to screw drive sleeve 6 is temporarily attached to this sleeve 6 by slope shape loosening-proof jump ring K Lower end, and allow the bulge-structure 8 of this sleeve 6 lower end touch the non-pointed afterbody of slope shape loosening-proof jump ring K, then by with this Defeated torque wrench handle 5 on sleeve 6, allows the above-mentioned bulge-structure 8 of this sleeve 6 to drive slope shape loosening-proof card in the way of conventional dextrorotation Spring K embeds in the middle of special nut 2 and conventional stud 1 tapered thread gap between the two compactly;" riveting is completed with this Connect " the first step.
Described embedding compactly refers to: should after above-mentioned screwing operations, will slope shape loosening-proof jump ring K compactly After embedding special nut 2 and conventional stud 1 centre, tapered thread gap between the two, the side that recycling staff is directly exerted oneself Formula or exert oneself the mode that machine tool exerts oneself by means of other special turns, then implement further by slope shape loosening-proof jump ring The K process that firmly (containing: utilize the behave of exerting oneself that utensil taps) advances in the middle of above-mentioned tapered thread gap.
C. after, screw drive sleeve 6 by derotation (counterclockwise) nut type, this sleeve 6 can will be allowed to depart from Through the compact slope shape loosening-proof jump ring K being embedded in above-mentioned thread gaps, conveniently easily exit from above-mentioned conventional stud 1.
As long as there is not the displacement of reverse rotation property in described slope shape loosening-proof jump ring K, by the gradient institute of this slope shape loosening-proof jump ring K The special nut 2 blocked the most just is difficult to the displacement of reverse rotation property occur, as long as external force is intended to promote special nut 2 to reversely rotate Property displacement (Yu Youyuan exits on road the conventional stud 1 with its adapted), then: slope shape loosening-proof jump ring K with its slope form to special spiral shell The jacking dynamics of female 2 will increasing (special nut 2 more derotation is the tightest more will not get loose);Obviously, in vibrations Or be intended to prevent the reverse displacement of jump ring K of this slope shape loosening-proof in the case of sharp pounding and just seem and be even more important.
D. last, by the common spanner derotation to special nut 2, although hardly by its turn, but, foot With can will be located in the embedded wedge angle P on the slope shape loosening-proof jump ring K between conventional stud 1 and the tapered screw thread of special nut 2 prick into Can appear again the most again in thread groove on conventional stud 1.The most key second step in " riveting " is completed, i.e. with this By the bundle of above-mentioned embedded wedge angle P enter (embedding) realize " art is good for strength " mechanically stressed amplification: slight embedded point Angle P is even allowing it slightly prick in the thread groove of (embedding) conventional stud 1, it is possible in the case of special nut 2 high pressure Play the whole slope shape loosening-proof jump ring K of prevention and the displacement of reverse rotation property occurs, i.e. stop whole slope shape loosening-proof jump ring falling back property of K Reverse displacement.
Described still utilizes the common spanner derotation to special nut 2, if feeling reversely firmly to be threaded through but revolving not Dynamic, but, if feel can reverse turn significantly; illustrate that above-mentioned " b " money program not necessarily conforms to Ask the embedding compactly of obviously " b " money, i.e. locking degree is preferably by relevant conventional mechanical or dynamo-electric special locking amount Tool confirms, to this end, " riveting " specific purpose tool of above-mentioned adapted screw bolt-type rivet the most preferably possesses this locking of measurement The mechanical meaurement function of degree or the process size (belonging to prior art) of pre-set specific purpose tool.
Obviously, it is exactly above-mentioned second step that the present invention realizes the most key during " riveting ", as long as domatic stops Move back the existence that jump ring K acts on due to above-mentioned " the pricking into (embedding) " of its embedded wedge angle P, would not allow by cannot reverse turn position The special nut 2 moved presses whole slope shape loosening-proof jump ring K therein and reverse rotation property displacement (type that falls back displacement) phenomenon occurs, only Want slope shape loosening-proof jump ring K that reverse displacement (type that falls back displacement) phenomenon (key point of the present invention) will not occur, it becomes possible to guarantee Special nut 2 also will not reversely displacement (type that falls back displacement) so that the screw bolt-type rivet arrangement form of the present invention can become with regard to this It is vertical, even if strong vibrations are also the version of the screw bolt-type rivet that impossible impair reasonable disposition.
" riveting " program of above-mentioned the most key " second step " screw bolt-type rivet, i.e. prevents slope shape loosening-proof jump ring K " riveting " program of " displacement of falling back property ", it is clear that be that the trace plasticity that make use of the metal constituting screw bolt-type rivet to have is with elastic The feature of deformation realizes, and makes this trace deformation to complete the mechanically stressed amplification of " art is good for strength " described in common saying Effect, is i.e. formed and constitutes " riveting " fastening effect powerful between conventional stud 1 and the special nut 2 of screw bolt-type rivet.
It is not difficult to imagine: if being intended to allow special nut 2 exit the only possible of conventional stud 1 is exactly by this screw bolt-type rivet Total thoroughly destroy, because " riveting " mechanism of action of screw bolt-type rivet of the present invention is not belonging to " loosening " of being commonly called as Principle.So the feature of construction features traditional rivet conventional with the prior art being difficult to carry out site operation is consistent 's.

Claims (1)

1. a using method for the screw bolt-type rivet cannot dismantled,
One. the version of the screw bolt-type rivet that cannot dismantle:
It includes being the special nut (2) of tapered interior enlarging by one end of conventional stud (1) and adapted therewith, and in this routine Bolt (1) and this special nut (2) thread gaps between the two embedded in the slope shape loosening-proof jump ring with embedded wedge angle (P) (K);
The material that the material hardness of the described slope shape loosening-proof jump ring (K) being provided with embedded wedge angle P should be more than bolt (1) is hard Degree;
The section angle (B) of described slope shape loosening-proof jump ring (K) bottom should be less than thread groove two wall disconnected in conventional stud 1 Face angle (A);
By conventional stud (1) and special nut (2), both connect the total height of described special nut (2) by normal thread is closely sealed The height (H) that contact portion is divided forms with both height (V) of the tapered interior flared part increased, and, the closely sealed contact of normal thread The total height that the height (H) of part should have with the plain nut of adapted required by conventional stud (1) should be identical;
In described special nut (2), two kinds of different screw threads can implement relative first post-treatment from its two ends, and, it is ensured that often The screw thread of height (H) scope of rule threaded closure contact portion can implement the closely sealed of any relative position with conventional stud (1) Contact;
Two. " riveting " construction tool special of adapted:
It includes that nut type screws drive sleeve (6), and is positioned at this nut type and screws the horizontal jacking of drive sleeve (6) lower end Bulge-structure (8) screws the manual defeated torque wrench handle (5) of drive sleeve (6) upper end or normal mode with being positioned at this nut type Mechanically or electrically move defeated force mechanisms;
Described nut type screws the female thread specification of drive sleeve (6) and conventional stud (1) the outer spiral shell constituting screw bolt-type rivet Stricture of vagina can be mutually matched identical;
Described nut type screws drive sleeve (6) and have employed and can magnetize what the steel becoming permanent magnet afterwards made;
" riveting " construction tool special of described adapted screw bolt-type rivet structurally can be flexed one's muscle and be exported data or pre- First can set the size of force production;
Three. use step during site operation:
First, pass conventional stud (1) at the upper plate (3) needing riveting in lower plate (4) hole, and according to routine The conventional internal thread one end that has of special nut (2) is pulled by screw means mode towards conventional stud (1) precession, recycling routine The special nut of hands dextrorotation (2), allows this special nut (2) screw on this conventional stud (1);
The most then, the magnetic force relying on nut type to screw drive sleeve (6) is temporarily attached to sleeve (6) by slope shape loosening-proof jump ring (K) Lower end, and allow the bulge-structure 8 of this sleeve (6) lower end touch the non-pointed afterbody of slope shape loosening-proof jump ring (K), then pass through With the defeated torque wrench handle (5) on this sleeve (6), the above-mentioned bulge-structure (8) of this sleeve (6) is allowed to drive in the way of conventional dextrorotation Dynamic slope shape loosening-proof jump ring (K) embeds in special nut (2) and conventional stud (1) tapered thread gap between the two compactly Between;
C. after, screw drive sleeve (6) by derotation (counterclockwise) nut type, this sleeve (6) can will be allowed to have departed from Through the compact slope shape loosening-proof jump ring (K) being embedded in above-mentioned thread gaps, conveniently easily move back from above-mentioned conventional stud (1) Go out;
D. last, by the common spanner derotation to special nut (2), although hardly by its turn, but, it is sufficient to The embedded wedge angle on the slope shape loosening-proof jump ring (K) between conventional stud (1) and special nut (2) tapered screw thread can be will be located in (P) prick and can appear again the most again in the thread groove on conventional stud (1);
Use and the fastening of above-mentioned screw bolt-type rivet are characterised by:
1) method of riveting operation is suitable with the mode that nut fastens with dismountable existing bolt (1);
2) the special nut (2) described in, the fastening when special nut (2) is in conventional stud (1) upper dextrorotation, only it is being provided with domatic After moving back jump ring (K), the fastening of the most locking character can be realized the most equally when this special nut (2) derotation;
3) only destroy and belong to non-locking character and constitute the structure of screw bolt-type rivet, it could be tied at the steel structure used Structure is removed.
CN201610343397.3A 2012-06-13 2012-06-13 A kind of using method of the screw bolt-type rivet that cannot dismantle Pending CN106151234A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610343397.3A CN106151234A (en) 2012-06-13 2012-06-13 A kind of using method of the screw bolt-type rivet that cannot dismantle

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN201610343397.3A CN106151234A (en) 2012-06-13 2012-06-13 A kind of using method of the screw bolt-type rivet that cannot dismantle
CN201210194128.7A CN102705345B (en) 2012-06-13 2012-06-13 The screw bolt-type rivet that cannot dismantle and the riveted joint using method when site operation thereof

Related Parent Applications (1)

Application Number Title Priority Date Filing Date
CN201210194128.7A Division CN102705345B (en) 2012-06-13 2012-06-13 The screw bolt-type rivet that cannot dismantle and the riveted joint using method when site operation thereof

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Publication Number Publication Date
CN106151234A true CN106151234A (en) 2016-11-23

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CN201210194128.7A Expired - Fee Related CN102705345B (en) 2012-06-13 2012-06-13 The screw bolt-type rivet that cannot dismantle and the riveted joint using method when site operation thereof
CN201610347774.0A Pending CN106089948A (en) 2012-06-13 2012-06-13 The processing of a kind of screw bolt-type rivet that cannot dismantle and fastening using method
CN201610348126.7A Expired - Fee Related CN106151230B (en) 2012-06-13 2012-06-13 A kind of processing method for the screw bolt-type rivet that can not be dismantled
CN201610343397.3A Pending CN106151234A (en) 2012-06-13 2012-06-13 A kind of using method of the screw bolt-type rivet that cannot dismantle

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CN201210194128.7A Expired - Fee Related CN102705345B (en) 2012-06-13 2012-06-13 The screw bolt-type rivet that cannot dismantle and the riveted joint using method when site operation thereof
CN201610347774.0A Pending CN106089948A (en) 2012-06-13 2012-06-13 The processing of a kind of screw bolt-type rivet that cannot dismantle and fastening using method
CN201610348126.7A Expired - Fee Related CN106151230B (en) 2012-06-13 2012-06-13 A kind of processing method for the screw bolt-type rivet that can not be dismantled

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WO2017151991A1 (en) * 2016-03-02 2017-09-08 HYTORC Division Unex Corporation Threaded fastener with friction coefficient increasing treatments
CN209041298U (en) * 2018-06-06 2019-06-28 株式会社任镇St Nut assembly and locking device
CN111425512A (en) * 2020-05-08 2020-07-17 广西玉柴机器股份有限公司 Anti-loosening bolt and nut assembly

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CN106151230A (en) 2016-11-23
CN106089948A (en) 2016-11-09
CN102705345A (en) 2012-10-03
CN102705345B (en) 2016-06-01

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Application publication date: 20161123