CN206583782U - A kind of static skid resistance tester of vertical tension formula footwear - Google Patents

A kind of static skid resistance tester of vertical tension formula footwear Download PDF

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Publication number
CN206583782U
CN206583782U CN201621434226.3U CN201621434226U CN206583782U CN 206583782 U CN206583782 U CN 206583782U CN 201621434226 U CN201621434226 U CN 201621434226U CN 206583782 U CN206583782 U CN 206583782U
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CN
China
Prior art keywords
skid resistance
drawstring
friction
resistance tester
static
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
CN201621434226.3U
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Chinese (zh)
Inventor
朱国权
方新元
王喆
黄玉燕
王雪姣
谭志强
郑建科
温洪宪
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.)
Dongguan Humen Clothing Innovation Service Center Co Ltd
Humen Garment Technology Innovation Center
Cntac Dongguan Inspection Technology Services Ltd
Original Assignee
Dongguan Humen Clothing Innovation Service Center Co Ltd
Humen Garment Technology Innovation Center
Cntac Dongguan Inspection Technology Services 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 Dongguan Humen Clothing Innovation Service Center Co Ltd, Humen Garment Technology Innovation Center, Cntac Dongguan Inspection Technology Services Ltd filed Critical Dongguan Humen Clothing Innovation Service Center Co Ltd
Priority to CN201621434226.3U priority Critical patent/CN206583782U/en
Application granted granted Critical
Publication of CN206583782U publication Critical patent/CN206583782U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model is related to a kind of static skid resistance tester of vertical tension formula footwear, include horizontally disposed friction panel and specimen holder, the specimen holder is placed on the friction testing face of friction panel, the friction testing face is additionally provided with fixed pulley and drawstring, one end of the drawstring is connected with specimen holder, is vertically upward connected after other end pile warp fixed pulley with the puller system of vertical direction.So, you can the static skid resistance test of footwear is completed using the puller system of existing vertical direction, simple in construction, handling ease, while improving the utilization rate of the puller system of original vertical direction, without increasing a new puller system, reduces cost.

Description

A kind of static skid resistance tester of vertical tension formula footwear
Technical field
The utility model belongs to footwear technical field of measurement and test, and more particularly to a kind of static skid resistance of vertical tension formula footwear is surveyed Try instrument.
Background technology
《HG/T 3780-2005 footwear static state non-skid property test method》In test philosophy be, by defined sample On the friction panel for being placed horizontally at standard requirement, sample is to be measured down, applies certain load, the method pulled with level Sample is pulled with certain speed, its maximum pull is measured, and calculates static friction coefficient, to measure the static skid resistance of sample Energy.But, current existing physical laboratory is only equipped with the puller system of vertical direction, directly at all can not be complete using the puller system Into test.If being individually for the static skid resistance test of the footwear and increasing a numerical control puller system, not only cost is greatly increased, and And the puller system of original vertical direction can not also be fully used, and cause the wasting of resources.
Utility model content
In order to solve above-mentioned technical problem present in prior art, the utility model, which provides one kind, to be hung down using existing Nogata to puller system complete the static skid resistances of footwear and test, simple in construction, the vertical tension formula footwear of handling ease are static Skid resistance tester.
In order to solve the above technical problems, the utility model uses following technical side:
A kind of static skid resistance tester of vertical tension formula footwear, includes horizontally disposed friction panel and specimen holder Tool, the specimen holder is placed on the friction testing face of friction panel, and the friction testing face is additionally provided with fixed pulley and drawstring, One end of the drawstring is connected with specimen holder, and the puller system after other end pile warp fixed pulley vertically upward with vertical direction connects Connect.
Further, the drawstring between the fixed pulley and specimen holder is horizontally disposed, is hung down after pile warp fixed pulley Straight upward, whole drawstring is in 90 °.
Further, the coefficient of friction in the friction testing face is 0.1-1.4.
Further, the drawstring is steel wire rope.
Further, the pulling speed of the drawstring is (100 ± 10) mm/min.
The beneficial effects of the utility model are:
The utility model is by using above-mentioned technical proposal, you can complete footwear using the puller system of existing vertical direction Static skid resistance test, simple in construction, handling ease, while the utilization rate of the puller system of original vertical direction is improved, without Increase a new puller system, reduce cost.
Brief description of the drawings
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings:
Fig. 1 is the structural representation of the static skid resistance tester embodiment of vertical tension formula footwear described in the utility model.
Embodiment
In order that the purpose of this utility model, technical scheme and advantage are more clearly understood, below in conjunction with accompanying drawing and implementation Example, the utility model is further elaborated.It should be appreciated that specific embodiment described herein is only to explain this Utility model, is not used to limit the utility model.
As shown in fig. 1:
The utility model embodiment provides a kind of static skid resistance tester of vertical tension formula footwear, includes level and sets The friction panel 1 and specimen holder 2 put, the specimen holder 2 are placed on the friction testing face 11 of friction panel 1, described to rub Wipe test surfaces 11 and be additionally provided with fixed pulley 3 and drawstring 4, one end of the drawstring 4 is connected with specimen holder 2, and other end pile warp is slided surely Vertically upward it is connected after wheel 3 with the puller system of vertical direction.Wherein, the coefficient of friction in the friction testing face 2 is 0.1- 1.4;The drawstring 4 can be steel wire rope, and it pulls speed to be (100 ± 10) mm/min, and positioned at fixed pulley 3 and specimen holder Drawstring 4 between tool 2 is horizontally disposed, and, whole drawstring 4 is in 90 ° after pile warp fixed pulley 3 vertically upward.
The static skid resistance tester of vertical tension formula footwear described in the utility model is in use, first lead to the back side of sample Double faced adhesive tape or glue etc. is crossed to be fixed in the sample groove of specimen holder 2, and the toe-cap direction of sample is opposite with force direction;Then Specimen holder 2 and sample are placed on friction testing face 11 in the lump, and allow the tested surface of sample fully to be contacted with friction testing face 11; Finally starting the puller system being connected with drawstring 4 can be tested.Such as:Whole test is in (23 soil 2) DEG C, relative humidity Performed under conditions of (50 soil 5) %, when pull distance reaches 230mm, record the maximum pull among the process, Ran Hougen The static friction coefficient (result is accurate to second after decimal point) of sample is calculated according to formula below, finally according to product standard 4.4.10 is judged in GB/T 19706-2005, examines whether the static friction coefficient of the sample reaches use requirement.
Static friction coefficient u0=F/W;
In formula:u0- sample static friction coefficient;Maximum pull in F- said process, unit is N;W- sample normal pressures, Unit is N.
Described above is preferred embodiment of the present utility model, it is noted that for the ordinary skill of the art For personnel, on the premise of the utility model principle is not departed from, some improvements and modifications can also be made, these improve and moistened Decorations are also considered as protection domain of the present utility model.

Claims (6)

1. a kind of static skid resistance tester of vertical tension formula footwear, it is characterised in that:Include horizontally disposed friction panel (1)And specimen holder(2), the specimen holder(2)It is placed on friction panel(1)Friction testing face(11)On, the friction Test surfaces(11)It is additionally provided with fixed pulley(3)And drawstring(4), the drawstring(4)One end and specimen holder(2)Connection, the other end Pile warp fixed pulley(3)Vertically upward it is connected afterwards with the puller system of vertical direction.
2. the static skid resistance tester of vertical tension formula footwear according to claim 1, it is characterised in that:Determine cunning positioned at described Wheel(3)With specimen holder(2)Between drawstring(4)It is horizontally disposed, pile warp fixed pulley(3)Afterwards vertically upward, whole drawstring(4) In 90 °.
3. the static skid resistance tester of vertical tension formula footwear according to claim 1 or claim 2, it is characterised in that:The sample Fixture(2)Bottom surface be provided with and be used to the sample groove of sample be installed.
4. the static skid resistance tester of vertical tension formula footwear according to claim 1 or claim 2, it is characterised in that:The friction Test surfaces(11)Coefficient of friction be 0.1-1.4.
5. the static skid resistance tester of vertical tension formula footwear according to claim 4, it is characterised in that:The drawstring(4) It is steel wire rope.
6. the static skid resistance tester of vertical tension formula footwear according to claim 5, it is characterised in that:The drawstring(4) Pulling speed be (100 ± 10) mm/min.
CN201621434226.3U 2016-12-23 2016-12-23 A kind of static skid resistance tester of vertical tension formula footwear Expired - Fee Related CN206583782U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621434226.3U CN206583782U (en) 2016-12-23 2016-12-23 A kind of static skid resistance tester of vertical tension formula footwear

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621434226.3U CN206583782U (en) 2016-12-23 2016-12-23 A kind of static skid resistance tester of vertical tension formula footwear

Publications (1)

Publication Number Publication Date
CN206583782U true CN206583782U (en) 2017-10-24

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201621434226.3U Expired - Fee Related CN206583782U (en) 2016-12-23 2016-12-23 A kind of static skid resistance tester of vertical tension formula footwear

Country Status (1)

Country Link
CN (1) CN206583782U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109030345A (en) * 2018-07-13 2018-12-18 中国葛洲坝集团国际工程有限公司 A kind of face-plate of rockfill dam base surface restraint stress detection method
CN113109249A (en) * 2021-04-16 2021-07-13 苏州市草里浜宇然服饰有限公司 Rainy day sole friction force detection equipment

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109030345A (en) * 2018-07-13 2018-12-18 中国葛洲坝集团国际工程有限公司 A kind of face-plate of rockfill dam base surface restraint stress detection method
CN113109249A (en) * 2021-04-16 2021-07-13 苏州市草里浜宇然服饰有限公司 Rainy day sole friction force detection equipment
CN113109249B (en) * 2021-04-16 2022-11-04 许青成 Rainy day sole friction force detection equipment

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Granted publication date: 20171024