CN206671121U - A kind of strength cement-based grouting material fluidity determines disk - Google Patents
A kind of strength cement-based grouting material fluidity determines disk Download PDFInfo
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- CN206671121U CN206671121U CN201720494938.2U CN201720494938U CN206671121U CN 206671121 U CN206671121 U CN 206671121U CN 201720494938 U CN201720494938 U CN 201720494938U CN 206671121 U CN206671121 U CN 206671121U
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- body cushion
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Abstract
A kind of strength cement-based grouting material fluidity determines disk, including three bar rigid bodies hold axle, foot screw, annular rigid body cushion cap, circular cross-shaped scale plate, square glass plate, circular level(l)ing bubble, fixing card.Foot screw, annular rigid body cushion cap and circular level(l)ing bubble are all fixed on three bar rigid bodies and held on axle, circular cross-shaped scale plate, which is embedded in annular rigid body cushion cap inner circle and is fixed on three bar rigid bodies, to be held on the bar axis connection point of axle three and can horizontally rotate, fixing card is arranged on annular rigid body cushion cap outer shroud edge at equal intervals, and square glass plate is placed on annular rigid body cushion cap.The utility model can fast and easy regulation measure disk level；Because circular cross-shaped scale plate can horizontally rotate, after grouting material, which stops undisturbed, to be flowed freely, it can be found out by rotating circular cross-shaped scale plate and measure slurry and maximally diffuse diameter and the diameter in perpendicular direction, calculate average value, data are closer to actual value；Because glass plate is placed on annular rigid body cushion cap, therefore it can clean and reclaim slurry in the case of without secondary leveling.
Description
Technical field
It the utility model is related to cement mortar performance measurement instrument, and in particular to measure strength cement-based grouting material fluidity
A kind of instrument.
Background technology
When carrying out strength cement-based grouting material test preparation, it is necessary to determine the flowing of strength cement-based grouting material by largely testing
Degree, according to JG/T 408-2013《Bar connecting sleeve grouting material》Fluidity determination step be：Square glass plate is placed
It is horizontal；Moisten agitated kettle and paddle and there must not be bright water；Add water stirring 240s while moisten square glass plate and truncated cone circle mould
Inwall and there must not be bright water, truncated cone circle mould is placed on square glass plate centre position；Strength cement-based grouting material is poured into truncated cone circle
Mould is suitable for reading flat to slurry and truncated cone circle mould, lifts truncated cone circle mould slowly and extremely stops by free-flowing under slurry undisturbed；Measurement slurry
Body maximally diffuses diameter and the diameter in perpendicular direction, calculates average value；Slurry on glass plate is loaded in agitated kettle, and
Slurry moisture evaporation measure is taken, is repeated the above steps after 30min, measurement result is fluidity 30min retentions.
Patent No. CN200920032053.6 Chinese patent discloses a kind of flowing degree of net paste of cement in the prior art
Disk is determined, it includes the smooth circular plate body in a surface, is arranged at intervals with multiple horizontal adjust the circumference of circular plate body is first-class
Whole nut；In the plate face of circular plate body, indicated by the two orthogonal graduation marks that are provided centrally with of circular plate body, and
Using the center of circular plate body as the center of circle, multiple concentric circles signs are provided with；Circle is provided with the center of circular plate body
Level(l)ing bubble.The some shortcomings of the technological improvement traditional measurement method, square glass plate is horizontal, facilitated square
The cleaning of glass plate and the reading of data, reduce error.But still there is weak point：
(1) according to 3 points of principles for determining a plane, the horizontal adjustment nut set on circular plate body should be not more than three,
Otherwise it is unnecessary and is unfavorable for square glass plate and quickly adjusts horizontal level；
(2) standard requires that measurement slurry maximally diffuses diameter and the diameter in perpendicular direction, calculates average value.Due to circle
The orthogonal graduation mark marker location of centrally disposed two of shape plate body is fixed, even if there is multiple concentric circles signs can not
Accurately find out and read and maximally diffuse diameter；
(3) although square glass plate is changed to the circular cleaning that can not still facilitate glass plate, and in test slurry fluidity
It is also inconvenient that slurry is reclaimed during 30min retentions.
Utility model content
, will on the basis of the utility model patent described in the background in order to solve the problems, such as to be proposed in background technology
A kind of cement paste fluidity measuring disc is improved to a kind of strength cement-based grouting material measure disk.The strength cement-based grouting material fluidity determines
Disk is reasonable in design, simple in construction, easy to use, and measurement is accurate.
The technical solution adopted in the utility model is：A kind of strength cement-based grouting material fluidity determines disk, including three bar rigid bodies
Hold axle 1, foot screw 2, annular rigid body cushion cap 3, circular cross-shaped scale plate 4, square glass plate 5, it is characterised in that：Three bar rigid bodies are held
Axle 1 is angularly connected to some rigid body formed by three isometric bar axles and holds axle；The bar shaft end that three bar rigid bodies hold axle 1 is set
It is equipped with and is more easy to the horizontal foot screw 2 of regulation；Annular rigid body cushion cap 3 is fixed on three bar rigid bodies and held on axle 1, and its ring heart connects in three bar axles
On contact；Circular cross-shaped scale plate 4 is embedded in the annular inner circle of rigid body cushion cap 3 and is fixed on 3 bar axis connection points and can be around this
Point horizontally rotates；Square glass plate 5 is placed on annular rigid body cushion cap 3.
Preferably, it is provided with circular level(l)ing bubble 6 on the 3 bar axis connection points that three bar rigid bodies hold axle 1.
Preferably, the foot screw 2 of the bar shaft end setting of axle 1 is held in three bar rigid bodies, is total up to three.
Preferably, annular rigid body cushion cap 3 is rigid material, and its outer shroud edge is provided with four fixing cards 7 at equal intervals.
, can be fast by the circular level(l)ing bubble on three bar axis connection points of foot screw 2 and three using the utility model
Velocity modulation section strength cement-based grouting material determines the level of disk；Four fixing cards 7 that the outer shroud edge of annular rigid body cushion cap 3 is set at equal intervals
Square glass plate 5 can be quickly fixed, and the center of square glass plate 5 is on 3 bar axis connection points i.e. circular cross-shaped scale plate
On 4 centers of circle；, can be by there is the circular cross-shaped scale of cross scale in rotation after grouting material stops undisturbed free-flowing
Plate 4, which is found out and measures slurry, maximally diffuses diameter and the diameter in perpendicular direction, calculates average value；Due to square glass plate 5
Can still remove, clean and reclaim slurry when be also very easily, and without again to measure disk carry out leveling.
Brief description of the drawings
Fig. 1 structural representations of the present utility model；
Fig. 2 structure broken away views of the present utility model；
In figure：Title corresponding to each mark is respectively that three bar rigid bodies hold axle 1, foot screw 2, annular rigid body cushion cap 3, circle
Saltire scale plate 4, square glass plate 5, circular level(l)ing bubble 6, fixing card 7.
Embodiment
Fig. 1 is structural representation of the present utility model, and Fig. 2 is structure broken away view of the present utility model, and it is firm that it includes three bars
Body holds axle 1, foot screw 2, annular rigid body cushion cap 3, circular cross-shaped scale plate 4, square glass plate 5, circular level(l)ing bubble 6, fixation
Card 7.Three bar rigid bodies, which hold axle 1 and are angularly connected to some rigid body formed by three isometric bar axles, holds axle, its bar shaft end
The foot screw for being more easy to the horizontal foot screw 2 of regulation, i.e. spirit level up-regulation horizontal is provided with, thirdly being set on the tie point of bar axle
Circular level(l)ing bubble 6 is equipped with, according to 3 points of principles for determining a plane, coordinates foot screw 2 and circular level(l)ing bubble 6 can be quick
Adjust the level that three bar rigid bodies hold axle 1；Because square glass plate 5 is located on annular rigid body cushion cap 3, and annular rigid body cushion cap
3 are integrally fixed at that three bar rigid bodies are held on axle 1 and it is that rigid material makes and is unlikely to deform, therefore after three bar rigid bodies hold the adjustment level of axle 1,
Square glass plate 5 is also to be horizontal；Circular cross-shaped scale plate 4 is embedded in the annular inner circle of rigid body cushion cap 3 and is fixed on three bar axles
It can horizontally rotate on tie point and around the point, can be by having cross in rotation after grouting material, which stops undisturbed, to be flowed freely
The circular cross-shaped scale plate 4 of shape scale, which is found out and measures slurry, maximally diffuses diameter and the diameter in perpendicular direction, calculates flat
Average；Four fixing cards 7 are provided with equal intervals at the annular outer shroud edge of rigid body cushion cap 3, can fix square glass plate 5, simultaneously
It may insure that the center for fixing square glass plate 5 is on 3 bar axis connection points i.e. on the center of circle of circular cross-shaped scale plate 4, make measurement
Data are more accurate, true；Square glass plate 5 can be removed, therefore clean and can more facilitate when reclaiming, and without again
To assay plate leveling.
Claims (4)
1. a kind of strength cement-based grouting material fluidity determines disk, including three bar rigid bodies hold axle (1), foot screw (2), annular rigid body cushion cap
(3), circular cross-shaped scale plate (4), square glass plate (5), it is characterised in that：It is to wait stock by three that three bar rigid bodies, which hold axle (1),
The rigid body that axle is angularly connected to some composition holds axle；Three bar rigid bodies hold axle (1) bar shaft end be provided be more easy to regulation level
Foot screw (2)；Annular rigid body cushion cap (3) is fixed on three bar rigid bodies and held on axle (1), and its ring heart is on 3 bar axis connection points；Circle
Saltire scale plate (4) is embedded in annular rigid body cushion cap (3) inner circle and is fixed on 3 bar axis connection points and can be around the water
Flat turn is moved；Square glass plate (5) is placed on annular rigid body cushion cap (3).
A kind of 2. strength cement-based grouting material fluidity measure disk according to claim 1, it is characterised in that：The three bars rigid body is held
Circular level(l)ing bubble (6) is provided with 3 bar axis connection points of axle (1).
A kind of 3. strength cement-based grouting material fluidity measure disk according to claim 1, it is characterised in that：Three bar rigid bodies hold axle
(1) foot screw (2) that bar shaft end is set, is total up to three.
A kind of 4. strength cement-based grouting material fluidity measure disk according to claim 1, it is characterised in that：Annular rigid body cushion cap
(3) it is rigid material, its outer shroud edge is provided with four fixing cards (7) at equal intervals.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720494938.2U CN206671121U (en) | 2017-05-05 | 2017-05-05 | A kind of strength cement-based grouting material fluidity determines disk |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720494938.2U CN206671121U (en) | 2017-05-05 | 2017-05-05 | A kind of strength cement-based grouting material fluidity determines disk |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206671121U true CN206671121U (en) | 2017-11-24 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720494938.2U Expired - Fee Related CN206671121U (en) | 2017-05-05 | 2017-05-05 | A kind of strength cement-based grouting material fluidity determines disk |
Country Status (1)
| Country | Link |
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| CN (1) | CN206671121U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109507064A (en) * | 2018-10-12 | 2019-03-22 | 广西大学 | The experimental rig and test method of the real time measure pulp flowage performance |
| CN110161219A (en) * | 2019-05-31 | 2019-08-23 | 中冶建工集团有限公司 | Judge the method and device of grouting material fluidity |
-
2017
- 2017-05-05 CN CN201720494938.2U patent/CN206671121U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109507064A (en) * | 2018-10-12 | 2019-03-22 | 广西大学 | The experimental rig and test method of the real time measure pulp flowage performance |
| CN110161219A (en) * | 2019-05-31 | 2019-08-23 | 中冶建工集团有限公司 | Judge the method and device of grouting material fluidity |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171124 Termination date: 20180505 |
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| CF01 | Termination of patent right due to non-payment of annual fee |