CN206440528U - A kind of steel strand wires axial stress fatigue measurement device - Google Patents

A kind of steel strand wires axial stress fatigue measurement device Download PDF

Info

Publication number
CN206440528U
CN206440528U CN201720150530.3U CN201720150530U CN206440528U CN 206440528 U CN206440528 U CN 206440528U CN 201720150530 U CN201720150530 U CN 201720150530U CN 206440528 U CN206440528 U CN 206440528U
Authority
CN
China
Prior art keywords
strand wires
steel
chamber
steel strand
steel bushing
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.)
Expired - Fee Related
Application number
CN201720150530.3U
Other languages
Chinese (zh)
Inventor
李盼
武宁宁
伊西特
李朋举
徐铜鑫
周振兴
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.)
Sinosteel Zhengzhou Research Institute of Steel Wire Products Co Ltd
Original Assignee
Sinosteel Zhengzhou Research Institute of Steel Wire Products Co Ltd
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 Sinosteel Zhengzhou Research Institute of Steel Wire Products Co Ltd filed Critical Sinosteel Zhengzhou Research Institute of Steel Wire Products Co Ltd
Priority to CN201720150530.3U priority Critical patent/CN206440528U/en
Application granted granted Critical
Publication of CN206440528U publication Critical patent/CN206440528U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Sampling And Sample Adjustment (AREA)
  • Investigating Strength Of Materials By Application Of Mechanical Stress (AREA)

Abstract

The pouring device of steel strand wires fatigue rupture test sample disclosed in the utility model includes that two set constructors are identical and symmetrically arranged steel bushing(3), what the center of every group of steel bushing had an insertion pours chamber(5), the inwall for pouring chamber has screw thread;Chamber is poured described(5)Exterior side port away from steel bushing(3)Exterior side port between be filled with charges(1).The utility model solves that existing steel wire, steel strand wires sample prepare that the sample making course that method is present is cumbersome, sample prepares that cost is high, operation is difficult to realize, the problems such as be also easy to produce danger, reach it is easy to operate, reduce cost, shortening cycle, the purpose for having wide range of applications, having a safety feature.It is accurate, reliable with measurement result, safe operation, the characteristics of facilitate.

Description

A kind of steel strand wires axial stress fatigue measurement device
Technical field
The utility model belongs to steel strand wires axial stress fatigue experimental device technical field, is primarily related to a kind of steel and twists Bobbin determines device to stress fatigue.
Background technology
The purpose of steel strand wires axial stress fatigue test is for the manufacturers such as steel strand wires, user and testing agency's offer system The foundation made, use and detected, for the actual times of fatigue of Accurate Determining steel strand wires, it is to avoid steel strand wires in use are because fatigue Security incident and quality accident occur for destruction.
Sample relatively conventional at present, which prepares method, intermediate plate chucking method, sleeve pipe pressing, alloy casting method, direct chucking method Etc. several.Intermediate plate chucking method is fixed at sample two ends with intermediate plate in supporting taper frock, and frock then is clamped in into examination The machine bit of testing is tested;Suitable metal sleeve is loaded onto in sample two ends by sleeve pipe pressing, suppresses firm with forcing press, Then tested on testing machine;Alloy casting method is to break up steel wire rope sample two ends steel wire, is cleaned up, then with molten Melt alloy casting(Mostly using slicker solder or lead-tin-copper alloy as casting material is poured, the low melting points such as a small amount of tin bismuth antimony gold is added if necessary Belong to reducing cast temperature), it is cooled to after normal temperature on tensile testing machine and carries out tension test;Direct chucking method is by sample two Direct clamping is held to be tested in the suitable jaw of pull test machine grip holder;What these test methods had can also determine steel strand wires Actual times of fatigue, still, these methods more or less still suffer from following deficiency:1. during using intermediate plate chucking method, due to steel The multilayer of twisted wire prevents sample from uniform stressed, and intermediate plate easily causes to damage and fracture of wire occurs to steel strand wires force part, tests It can not be normally carried out.Sample landing is also easily caused simultaneously, and success of the test rate is not more than 30%;2. sleeve pipe pressing is needed for not Same specification sample process metal sleeve, the thick gauge coupons in, institute's imposed load is up to more than 150kN during experiment, to up to To preferable effect, then 1000 tons even 5000 tons of large pressing machine is needed, invest huge, cost is very high;3. alloy casting Pernicious gas is produced in high energy consumption, cycle length, sample making course to people and environmental danger;4. direct chucking method is only applicable to directly Small, the simple in construction steel strand wires in footpath, while also easily causing sample damage or sliding, success rate is extremely low, it is difficult to which Accurate Determining steel is twisted The actual times of fatigue of line.
Utility model content
The purpose of this utility model is to provide a kind of steel strand wires axial stress fatigue measurement device.Solve existing steel strand wires examination Sample prepare that method is present sample making course is cumbersome, sample prepares that cost is high, operation is difficult to realize, the problems such as be also easy to produce danger, reach Easy to operate, cost reduction, cycle time, the purpose for having wide range of applications, having a safety feature.With measurement result it is accurate, can Lean on, safe operation, the characteristics of facilitate.
The utility model realizes that the technical scheme that above-mentioned purpose is used is:A kind of steel strand wires axial stress fatigue test is surveyed Determine device, including two set constructors are identical and symmetrically arranged steel bushing, what the center of every group of steel bushing had an insertion pours chamber, The inwall for pouring chamber has screw thread;Filled between the exterior side port of the exterior side port for pouring chamber away from steel bushing There are charges.
The chamber described in the utility model that pours is structure as a whole for circular port with described steel bushing, and its wall thickness is 5- 7mm。
Have 0.5-1cm's between exterior side port of the exterior side port for pouring chamber away from steel bushing described in the utility model Spacing is used to fill charges
Charges described in the utility model are cotton or cloth floccule.
The inwall described in the utility model for pouring chamber is provided with width 0.2mm, depth 0.1mm, spacing 3-5mm screw thread.
The utility model has the advantages that:
In terms of the construction of device --- with simple in construction, the advantages of easy to operate, easy to spread;Test method side Face --- have the advantages that the cycle is short, quick, dependable performance;In terms of cost --- have the advantages that material easily takes, reduces cost; Environmentally friendly aspect --- have the advantages that environmental hazard is small, waste is easily handled;In terms of security performance --- with the safe thing of reduction Therefore and the advantages of quality accident.The utility model is the manufacturer such as steel strand wires, user and testing agency provide manufacture, using and The foundation of detection, it is to avoid because security incident and the quality accident of the disrumpent feelings generation of steel strand wires times of fatigue in use.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
In figure:1st, charges, 2, umbrella termination, 3, steel bushing, 4, pour thing, 5, pour chamber, 6, sample.
Embodiment
With reference to accompanying drawing, embodiment of the present utility model is provided as follows.But the utility model does not limit to following examples.
As shown in Figure 1:It is identical including two set constructors that steel strand wires axial stress fatigue test described in the present embodiment determines device And symmetrically arranged steel bushing 3.Described steel bushing 3 is drum, and the circle that the center of every group of steel bushing 3 has insertion is poured Chamber 5 is built, the described chamber 5 that pours is structure as a whole with steel bushing 3, its wall thickness is 5-7mm, is opened in the inwall for pouring chamber 5 There is width 0.2mm, depth 0.1mm, spacing 3-5mm screw thread plays effectively increase and pours thing and the inwall frictional force of steel bushing 3 Effect, it is ensured that steel bushing 3 is not fallen off during experiment.There is 0.5- in exterior side port of the exterior side port away from steel bushing 3 for pouring chamber 5 1cm spacing, for filling charges, enables charges 1 and the secure seal of steel bushing 3.
In use, the two ends of steel strand wires sample 6 are made into umbrella termination 2, side termination can be first first positioned over one group of steel In sleeve 3, appropriate charges 1 are placed pouring the termination of chamber 5, it is ensured that charges 1 can secure seal with steel bushing 3.Then will Steel bushing 3 is positioned on support frame to ensure its upper end open upward, by stirring, the quick-hardening cement or epoxy of good fluidity Resin cast thing 4 is poured into rapidly in casting die trial steel bushing 3, and drainage can be constantly stirred during pouring into, is full of until pouring casting material Casting chamber 5.After quick-hardening cement or epoxy resin pour the solidification of casting material 4, you can other side termination is entered using same procedure Row casting.After both sides quick-hardening cement or epoxy resin pour the solidification completely of casting material 4, the steel bushing 3 of the two ends of sample 6 is held on Fatigue tester bit, by experimental condition imposed load, to determine the maximum times of fatigue of sample destruction.
The test method of steel strand wires fatigue test sample comprises the following steps:
1st, umbrella termination 2 is made in the two ends of steel strand wires sample 6.Concrete mode is:At the two ends of steel strand wires sample 6 away from one Firmly tied up with materials such as soft iron silks respectively at clamping length L, the reverse twist direction direction in termination is broken up, umbrella termination 2 is made.And Alignment must not be carried out to exposed steel wire in any case, but allow to bend to hook.
2nd, first the side umbrella termination 2 of steel strand wires sample 6 is positioned in one group of steel bushing 3.And in the port of steel bushing 3 Position, that is, pouring chamber 5, dorsad sample one end fills the thick charges 1 of 0.5-1cm, and the charges 1 can be the wadding such as cotton, cloth Shape thing, it is therefore an objective to prevent that pour casting material in sample casting and forming process spills from steel bushing.Steel bushing 3 is two groups, construction It is identical, the two ends of steel strand wires sample 6 are fixed respectively.
3rd, steel bushing 3 is positioned on support frame to ensure the upper end open of steel bushing 3 upward.By the casting after the completion of stirring Thing 4 is quickly poured into pouring in chamber 5 in steel bushing 3, palpus constantly drainage during pouring into, it is to avoid bring bubble into, until casting Thing, which is full of, pours chamber 5.
4th, after quick-hardening cement or epoxy resin pour the solidification of casting material 4, using same procedure to the other side of steel strand wires sample 6 Cast termination.
5th, after both sides quick-hardening cement or epoxy resin pour the solidification completely of casting material 4, the steel bushing 3 of the two ends of sample 6 is pressed from both sides Fatigue tester bit is held in, by experimental condition imposed load, to determine the maximum times of fatigue of sample destruction.
The utility model does not specify part, is known technology.

Claims (5)

1. a kind of pouring device of steel strand wires fatigue rupture test sample, it is characterized in that:It is identical and symmetrically set including two set constructors The steel bushing put(3), what the center of every group of steel bushing had an insertion pours chamber(5), the inwall for pouring chamber has spiral shell Line;Chamber is poured described(5)Exterior side port away from steel bushing(3)Exterior side port between be filled with charges(1).
2. the pouring device of steel strand wires fatigue rupture test sample according to claim 1, it is characterized in that:Described pours Chamber(5)For circular port, with described steel bushing(3)It is structure as a whole, its wall thickness is 5-7mm.
3. the pouring device of steel strand wires fatigue rupture test sample according to claim 1, it is characterized in that:Described pours Chamber(5)Exterior side port away from steel bushing(3)Exterior side port between have 0.5-1cm spacing be used for fill charges(1).
4. the pouring device of steel strand wires fatigue rupture test sample according to claim 1, it is characterized in that:Described filling Thing(1)For cotton or cloth floccule.
5. the pouring device of steel strand wires fatigue rupture test sample according to claim 1 or 2, it is characterized in that:It is described to pour Build chamber(5)Inwall be provided with width 0.2mm, depth 0.1mm, spacing 3-5mm screw thread.
CN201720150530.3U 2017-02-20 2017-02-20 A kind of steel strand wires axial stress fatigue measurement device Expired - Fee Related CN206440528U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720150530.3U CN206440528U (en) 2017-02-20 2017-02-20 A kind of steel strand wires axial stress fatigue measurement device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720150530.3U CN206440528U (en) 2017-02-20 2017-02-20 A kind of steel strand wires axial stress fatigue measurement device

Publications (1)

Publication Number Publication Date
CN206440528U true CN206440528U (en) 2017-08-25

Family

ID=59633954

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720150530.3U Expired - Fee Related CN206440528U (en) 2017-02-20 2017-02-20 A kind of steel strand wires axial stress fatigue measurement device

Country Status (1)

Country Link
CN (1) CN206440528U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111398005A (en) * 2020-05-09 2020-07-10 中钢集团郑州金属制品研究院有限公司 Sample manufacturing method for steel-plastic grating tensile test
CN114414410A (en) * 2022-01-26 2022-04-29 江苏省沙钢钢铁研究院有限公司 Steel wire fatigue testing method and application thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111398005A (en) * 2020-05-09 2020-07-10 中钢集团郑州金属制品研究院有限公司 Sample manufacturing method for steel-plastic grating tensile test
CN114414410A (en) * 2022-01-26 2022-04-29 江苏省沙钢钢铁研究院有限公司 Steel wire fatigue testing method and application thereof

Similar Documents

Publication Publication Date Title
CN204855232U (en) Disrumpent feelings tensile sample of wire rope casting testing method's device
CN105004591A (en) Steel wire rope breaking and stretching casting object and device of casting test method thereof
CN105651684B (en) The detection method of post-tensioned concrete structure friction loss and anchorage loss
CN109855965B (en) Method for carrying out steel cord breaking tensile test
CN109459310B (en) Fiber reinforced concrete uniaxial tensile property test specimen and test method thereof
CN206440528U (en) A kind of steel strand wires axial stress fatigue measurement device
CN106525717A (en) FRP (fiber reinforced plastic) rebar eccentric pull-out test device and method considering bending shear stress effect
CN102636389A (en) Method for detecting integrally breaking force for steel wire rope
CN102788068A (en) Sticking method of strain gauge
CN206339421U (en) The test mould and its test system of a kind of concrete component axle center tensile test
CN204945135U (en) A kind of new and improved soil blister shrinkage pick-up unit
CN207570908U (en) A kind of double anchor tensile testing systems
CN205049466U (en) Device of survey concrete and steel bar anchoring bearing capacity
CN208721501U (en) A kind of breaking force of rope measuring device
CN105784506B (en) Pre-add shear stress test specimen, test material preparation device and method and diametral compression test method
CN208039331U (en) Dispersed pressure anchor anchor mechanism visible model testing device
CN203299068U (en) Anti-washout test device for inorganic binder stabilizing material
CN210322602U (en) 100 ton pulling and twisting equipment
CN204705639U (en) A kind of sign pick-up unit of automatic record expansive concrete expansion character
CN202710409U (en) Space-variable pulling tester for bond stress of reinforcing steel bars
CN209854786U (en) Foundation anchor rod static load test device
CN214334494U (en) Monofilament anchoring test device
CN106596299A (en) Concrete dynamic direct tensile test device and method based on drop hammer test
CN107843555A (en) The detection method and device of the true adhesion strength of Arch Dam With Joint
CN206038449U (en) Size adjustable tensile testing machine uses crooked pressure head

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CP01 Change in the name or title of a patent holder
CP01 Change in the name or title of a patent holder

Address after: 450001 No. 26, Chemical Road, high tech Zone, Zhengzhou City, Henan Province

Patentee after: Sinosteel Zhengzhou metal products Research Institute Co.,Ltd.

Address before: 450001 No. 26, Chemical Road, high tech Zone, Zhengzhou City, Henan Province

Patentee before: SINOSTEEL ZHENGZHOU RESEARCH INSTITUTE OF STEEL WIRE & STEEL PRODUCTS Co.,Ltd.

CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20170825