CN205861413U - A kind of cement mortar wearability test material preparation mould and assembly thereof - Google Patents
A kind of cement mortar wearability test material preparation mould and assembly thereof Download PDFInfo
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- CN205861413U CN205861413U CN201620512414.7U CN201620512414U CN205861413U CN 205861413 U CN205861413 U CN 205861413U CN 201620512414 U CN201620512414 U CN 201620512414U CN 205861413 U CN205861413 U CN 205861413U
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- cover die
- cement mortar
- gathering sill
- sizing
- material preparation
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Abstract
This utility model provides a kind of cement mortar wearability test material preparation mould and assembly thereof, including: sizing cover die, slotting stroke of cover die and a grafting cover die, wherein, the non-covered container that sizing cover die is made up of base plate and the frame that extends along baseplate vertical direction, is used for making cement mortar solidification forming therein；Inserting a stroke cover die and be configured to panel construction, insert and offer, on stroke cover die, the gathering sill engraving hole, grafting cover die is arranged on the side of sizing cover die.It is fixed on inserting on sizing cover die frame and draws the gathering sill offering hollow out on cover die, gathering sill forms the guide path of motion when delineating for scribe cutter, cement mortar is delineated by scribe cutter along guide path, standard notch is formed on cement mortar surface, solve in prior art, during manual operations, notch shape randomness is relatively big, causes the problem that the artificial error of follow-up test is bigger.
Description
Technical field
This utility model embodiment relates to test tool, especially a kind of cement mortar wearability test material preparation mould and
Assembly.
Background technology
Cement mortar is the mixture after being admixed with water by cement, normal sand, and the cement mortar after mix solidification is used for doing
Cement is correlated with the compression test of mechanical test and bending test.
Cement mortar wearability is one of important Testing index of cement.Cement mortar wearability in existing experiment detection,
Be by mix after cement mortar be placed in specific mould, cement mortar solidify in this mould formation cement mortar examination
Part, by detecting the wearability of this cement mortar test specimen, and then derives the wearability of cement mortar.
Existing test standard requirement, during cement mortar is fabricated to cement mortar wearability test specimen, needs
The surface delineation notch of cement mortar.The present utility model people find under study for action, on cement mortar surface in prior art
During delineation notch, hand-held cutter is all used directly to delineate at cement mortar surface.Hand-held delineation in prior art
Method requires that operator have certain operating experience, and during delineation, notch shape randomness is relatively big, is unfavorable for formation standard
The notch changed, causes bigger artificial error to follow-up test.
Utility model content
This utility model embodiment is mainly solving the technical problems that provide a kind of cement mortar wearability test material preparation mould
Tool and assembly thereof, be wherein fixed on inserting on sizing cover die frame and draw the gathering sill offering hollow out on cover die, and gathering sill is formed and supplies
The guide path of motion during scribe cutter delineation, cement mortar is delineated by scribe cutter along guide path, at cement mortar
Surface forms standard notch, solves in prior art, and during manual operations, notch shape randomness is relatively big, causes follow-up test people
Make the problem that error is bigger.
For solving above-mentioned technical problem, the technical scheme that this utility model embodiment uses is: provide a kind of cement
Glue sand wearability test material preparation mould, including: sizing cover die, described sizing cover die is to prolong by base plate and along baseplate vertical direction
The non-covered container of the frame composition stretched out, is used for making cement mortar solidification forming therein；
Inserting and draw cover die, a described stroke cover die of inserting is configured to panel construction, and described slotting drawing offers, on cover die, the gathering sill engraving hole；
Grafting cover die, described grafting cover die is arranged on the side of described sizing cover die.
Alternatively, described frame is connected the square framework that post forms, two companies of described frame by four tandem arrays
Connect post upper surface and be provided with inserting groove, described in be provided with the connection post of inserting groove and be positioned at adjacent position, described inserting is drawn a cover die and is plugged on institute
State in inserting groove.
Alternatively, one end connection that two gathering sills are adjacent, described slotting stroke of cover die is along the length direction of described sizing cover die
Or width inserts in two gathering sills.
Alternatively, described gathering sill is the V-type gathering sill of continuous horizontal arrangement, the two ends end that adjacent two gathering sills are adjacent
Portion connects.
Alternatively, the described marginal position inserting stroke cover die is provided with handle, and described handle is used for holding fixing described inserting and draws set
Mould.
For solving above-mentioned technical problem, this utility model embodiment also provides for a kind of cement mortar wearability test material preparation group
Part, including: sizing cover die, the uncovered that described sizing cover die is made up of base plate and the frame that extends along baseplate vertical direction
Container, is used for making cement mortar solidification forming therein；
Inserting and draw cover die, a described stroke cover die of inserting is configured to panel construction, and described slotting drawing offers, on cover die, the gathering sill engraving hole；
Grafting cover die, described grafting cover die is arranged on the side of described sizing cover die；
Inserting and draw a cutter, described inserting is drawn cutter and is inserted in described gathering sill, and the guide path formed along described gathering sill is to described
Cement mortar is delineated.
Alternatively, described frame is connected the square framework that post forms, two companies of described frame by four tandem arrays
Connect post upper surface and be provided with inserting groove, described in be provided with the connection post of inserting groove and be positioned at adjacent position, described inserting is drawn a cover die and is plugged on institute
State in inserting groove.
Alternatively, one end connection that two gathering sills are adjacent, described slotting stroke of cover die is along the length direction of described sizing cover die
Or width inserts in two gathering sills.
Alternatively, described gathering sill is the V-type gathering sill of continuous horizontal arrangement, the two ends end that adjacent two gathering sills are adjacent
Portion connects.
Alternatively, the described marginal position inserting stroke cover die is provided with handle, and described handle is used for holding fixing described inserting and draws set
Mould.
This utility model embodiment provides the benefit that: this utility model includes that shaping cover die draws cover die, Qi Zhonggu with inserting
Being scheduled on inserting on sizing cover die frame and draw the gathering sill offering hollow out on cover die, gathering sill forms motion when delineating for scribe cutter
Guide path, cement mortar delineated by scribe cutter along guide path, forms standard notch on cement mortar surface, solves
Having determined in prior art, during manual operations, notch shape randomness is relatively big, causes the problem that the artificial error of follow-up test is bigger.
Accompanying drawing explanation
Fig. 1 is this utility model embodiment shaping cover mode structure schematic diagram；
Fig. 2 is this utility model embodiment artistic illustration cover die structural representation；
Fig. 3 is that this utility model embodiment connects rod structure schematic diagram.
Description of reference numerals: 1, sizing cover die；11, framework；111, post is connected；12, gear edge；121, connection strap；122, insert
Access slot；2, a stroke cover die is inserted；21, panel；211, gathering sill；22, handle.
Detailed description of the invention
For the ease of understanding this utility model, below in conjunction with the accompanying drawings and specific embodiment, this utility model is carried out more detailed
Thin explanation.It should be noted that when element is expressed " being fixed on " another element, and it can be directly at another element
Go up or one or more element placed in the middle can be there is therebetween.When an element is expressed " connection " another element, and it can
To be directly to another element or one or more element placed in the middle can be there is therebetween.This specification is used
Term " vertical ", " level ", "left", "right" and similar statement for illustrative purposes only.
Unless otherwise defined, this specification is used all of technology and scientific terminology with belong to skill of the present utility model
The implication that the technical staff in art field is generally understood that is identical.In art used in the description of the present utility model in this specification
Language is intended merely to describe the purpose of specific embodiment, is not intended to limit this utility model.The term that this specification is used
"and/or" includes the arbitrary and all of combination of one or more relevant Listed Items.
Embodiment 1
Refer to Fig. 1, Fig. 2, a kind of cement mortar wearability test material preparation mould, including: sizing cover die 1 draws set with inserting
Mould 2.Wherein, the non-covered container that sizing cover die is made up of base plate and the frame 11 that extends along baseplate vertical direction, it is used for
Make cement mortar solidification forming therein；Insert a stroke cover die 2 and be configured to panel 21 structure, insert to draw to offer on cover die 2 and engrave hole
Gathering sill 211, grafting cover die is arranged on the side of sizing cover die 1.It is fixed on inserting on sizing cover die 1 frame 11 and draws cover die 2
On offer the gathering sill 211 of hollow out, gathering sill 211 forms the guide path of motion, scribe cutter edge when delineating for scribe cutter
Cement mortar is delineated by guide path, forms standard notch on cement mortar surface, solves in prior art, manual behaviour
When making, notch shape randomness is relatively big, causes the problem that the artificial error of follow-up test is bigger.
Referring to Fig. 3, specifically, sizing cover die 1 is made up of four connection posts 111 of four tandem arrays, connects post
111 are specially square column, and the shape connecting post 111 is not limited to this.In some selectivity embodiments, connect the shape of post 111
Shape can be for (being not limited to): semicircular pillar or prism.The frame connecting post 111 composition of four tandem arrays in present embodiment
11 is square frame 11, and the space in the frame 11 of composition is also square, it is preferable that the inner side length of side of square frame 11
It is 150mm, the preferred size chosen in the concrete a size of present embodiment of the frame 11 indicated in above-mentioned word, but frame
The dimensional values of 11 is not limited to this, and according to the difference of concrete application scenarios, frame 11 is sized to carry out adaptive adjustment,
The principle that should keep during adjusting is that the inner side length of side of frame 11 is always rectangle.Composition frame 11
The upper surface of the wherein two connection posts 111 in four connection posts 111 is provided with and keeps off along 12, is provided with and keeps off two connection posts along 12
111 are positioned at adjacent position, and i.e. two gear fixing connections along 12 adjacent one end, two gears are right angle along the angle between 12.Gear
Connecting along 12 with being connected post 111 upper surface local, gear protuberance along the lower surface of 12 forms connection strap 121, the width of connection strap 121
Degree is less than connecting the width of post 111, and the edge of connection strap 121 and the gear outer side edges along 12 is along concordant, i.e. fixing when connection strap 121
When connecting on post 111 surface, connect post 111 and keep off along 12 at edge, inner side formation inserting groove 122.Two inserting grooves 122
Adjacent one end is interconnected.The degree of depth of inserting groove 122 is 5mm, and the degree of depth of inserting groove 122 is not limited to this, according to concrete application
The difference of scene, the degree of depth of inserting groove 122 can carry out adaptive adjustment, but the degree of depth of inserting groove 122 is not to be exceeded to connect
The width of post 111.
Specifically, inserting a stroke cover die 2 and include panel 21 and handle 22, panel 21 is to be cut by metallic plate, plastic front board or plank
The square being slit into, the length of side of foursquare panel is 155mm.Insert to draw and offer, on cover die 2, the gathering sill 211 engraving hole,
Gathering sill 211 is specially V-arrangement gathering sill 211, and guide plate is provided with seven V-arrangement gathering sills 211, adjacent two gathering sills 211 altogether
Adjacent end, two ends connection.Seven V-arrangement gathering sill 211 shapes in inserting the square area drawn on 150mm limit, cover die 2 surface
Become, i.e. insert and draw cover die 2 and reserve the position of 5mm width towards two side edge of inserting groove 122, this reserved location for and insert
Access slot 122 connects, after a slotting stroke cover die 2 being inserted in inserting groove 122, and sizing cross-sectional area within cover die 1 and grafting cover die
The cross-sectional area of exposed part is consistent, is arranged on the V-arrangement gathering sill 211 inserted on stroke cover die 2 and can be laid on sizing cover die 1 completely
Internal.Insert a stroke cover die 2 and be not provided with handle 22 towards the side edge position of inserting groove 122, in the present embodiment, insert and draw a cover die 2
With the connected mode of sizing cover die 1 it is: the adjacent both sides inserting stroke cover die 2 are fixed with gathering sill 211 grafting on sizing cover die,
Owing to only two sides are connected with sizing cover die 1, and two sides connecting sizing cover die 1 are adjacent both sides, this solid
Fixed structure easily makes to insert draws cover die 2 disengaging sizing cover die 1, and for solving this technical problem, the margin location at grafting cover die installs
Putting handle 22, during use, user holds handle 22, applies to hold power to inserting stroke cover die 2, makes to insert stroke cover die 2 more solid
It is scheduled on sizing cover die 1.
Embodiment 2
Refer to Fig. 1, Fig. 2, a kind of cement mortar wearability test material preparation assembly, it is characterised in that including: sizing cover die
1, insert stroke cover die 2 and draw a cutter (not shown) with inserting.Wherein, sizing cover die is by base plate and the limit extended along baseplate vertical direction
The non-covered container of frame 11 composition, is used for making cement mortar solidification forming therein；Insert and draw cover die 2, insert a stroke cover die 2 and be configured to face
Plate structure, inserts and offers, on stroke cover die 2, the gathering sill 211 engraving hole, and grafting cover die is arranged on the side of sizing cover die 1；Insert and draw
Cutter, inserts and draws in cutter insertion gathering sill 211, and cement mortar is delineated by the guide path formed along gathering sill 211.
Being fixed on inserting on sizing cover die 1 frame 11 and draw the gathering sill 211 offering hollow out on cover die 2, gathering sill 211 is formed
The guide path of motion when delineating for scribe cutter, cement mortar is delineated by scribe cutter along guide path, at cement gel
Sand surface forms standard notch, solves in prior art, and during manual operations, notch shape randomness is relatively big, causes follow-up test
The problem that artificial error is bigger.
Referring to Fig. 3, specifically, sizing cover die 1 is made up of four connection posts 111 of four tandem arrays, connects post
111 are specially square column, and the shape connecting post 111 is not limited to this, in some selectivity embodiments, connect the shape of post 111
Shape can be for (being not limited to): semicircular pillar or prism.The frame connecting post 111 composition of four tandem arrays in present embodiment
11 is square frame 11, and the space in the frame 11 of composition is also square, it is preferable that the inner side length of side of square frame 11
It is 150mm, the preferred size chosen in the concrete a size of present embodiment of the frame 11 indicated in above-mentioned word, but frame
The dimensional values of 11 is not limited to this, and according to the difference of concrete application scenarios, frame 11 is sized to carry out adaptive adjustment,
The principle that should keep during adjusting is that the inner side length of side of frame 11 is always rectangle.Composition frame 11
The upper surface of the wherein two connection posts 111 in four connection posts 111 is provided with and keeps off along 12, is provided with and keeps off two connection posts along 12
111 are positioned at adjacent position, and i.e. two gear fixing connections along 12 adjacent one end, two gears are right angle along the angle between 12.Gear
Connecting along 12 with being connected post 111 upper surface local, gear protuberance along the lower surface of 12 forms connection strap 121, the width of connection strap 121
Degree is less than connecting the width of post 111, and the edge of connection strap 121 and the gear outer side edges along 12 is along concordant, i.e. fixing when connection strap 121
When connecting on post 111 surface, connect post 111 and keep off along 12 at edge, inner side formation inserting groove 122.Two inserting grooves 122
Adjacent one end is interconnected.The degree of depth of inserting groove 122 is 5mm, and the degree of depth of inserting groove 122 is not limited to this, according to concrete application
The difference of scene, the degree of depth of inserting groove 122 can carry out adaptive adjustment, but the degree of depth of inserting groove 122 is not to be exceeded to connect
The width of post 111.
Specifically, inserting a stroke cover die 2 and include panel 21 and handle 22, panel 21 is to be cut by metallic plate, plastic front board or plank
The square being slit into, the length of side of foursquare panel is 155mm.Insert to draw and offer, on cover die 2, the gathering sill 211 engraving hole,
Gathering sill 211 is specially V-arrangement gathering sill 211, and guide plate is provided with seven V-arrangement gathering sills 211, adjacent two gathering sills 211 altogether
Adjacent end, two ends connection.Seven V-arrangement gathering sill 211 shapes in inserting the square area drawn on 150mm limit, cover die 2 surface
Become, i.e. insert and draw cover die 2 and reserve the position of 5mm width towards two side edge of inserting groove 122, this reserved location for and insert
Access slot 122 connects, after a slotting stroke cover die 2 being inserted in inserting groove 122, and sizing cross-sectional area within cover die 1 and grafting cover die
The cross-sectional area of exposed part is consistent, is arranged on the V-arrangement gathering sill 211 inserted on stroke cover die 2 and can be laid on sizing cover die 1 completely
Internal.Insert a stroke cover die 2 and be not provided with handle 22 towards the side edge position of inserting groove 122, in the present embodiment, insert and draw a cover die 2
With the connected mode of sizing cover die 1 it is: the adjacent both sides inserting stroke cover die 2 are fixed with gathering sill 211 grafting on sizing cover die,
Owing to only two sides are connected with sizing cover die 1, and two sides connecting sizing cover die 1 are adjacent both sides, this solid
Fixed structure easily makes to insert draws cover die 2 disengaging sizing cover die 1, and for solving this technical problem, the margin location at grafting cover die installs
Putting handle 22, during use, user holds handle 22, applies to hold power to inserting stroke cover die 2, makes to insert stroke cover die 2 more solid
It is scheduled on sizing cover die 1.
Specifically, inserting and drawing cutter is icking tool of the prior art, and this icking tool has cutter head (not shown), being smaller in size than of cutter head
The width of gathering sill 211, cutter head is inserted in gathering sill 211.
During use, drawing in the inserting groove 122 that cover die 2 is plugged on sizing cover die 1 by inserting from bottom to up, hand-held the inserting of user draws cutter
Being inserted into by cutter head in gathering sill 211, the guide path formed along gathering sill 211 is moved, and the water in sizing cover die 1
The notch on above-below direction is left on earth rubber sand.After above-below direction has been delineated, a stroke cover die 2 will be inserted and extract out in inserting groove 122,
And draw in the inserting groove 122 that cover die 2 is plugged on sizing cover die 1 from left to right by inserting, cutter head is inserted into by the hand-held stroke cutter of inserting of user
In gathering sill 211, the guide path formed along gathering sill 211 is moved, and stays on the cement mortar in sizing cover die 1
Notch on left and right directions.
Of the present utility model preferably implement it should be noted that description of the present utility model and accompanying drawing thereof give
Mode, but, this utility model can be realized by many different forms, however it is not limited to the enforcement described by this specification
Mode, these embodiments are not as the extra restriction to this utility model content, it is provided that the purpose of these embodiments is to make
Understanding to disclosure of the present utility model is more thorough comprehensively.Further, above-mentioned each technical characteristic continues to be mutually combined, and is formed
Various embodiments the most enumerated above, are accordingly to be regarded as the scope that this utility model description is recorded；Further, to this area
For those of ordinary skill, can be improved according to the above description or be converted, and all these modifications and variations all should be belonged to
The protection domain of this utility model claims.
Claims (10)
1. a cement mortar wearability test material preparation mould, it is characterised in that including:
Sizing cover die, the uncovered that described sizing cover die is made up of base plate and the frame that extends along baseplate vertical direction holds
Device, is used for making cement mortar solidification forming therein；
Inserting and draw cover die, a described stroke cover die of inserting is configured to panel construction, and described slotting drawing offers, on cover die, the gathering sill engraving hole；
Grafting cover die, described grafting cover die is arranged on the side of described sizing cover die.
Cement mortar wearability test material preparation mould the most according to claim 1, it is characterised in that described frame is by four
Tandem array connect post composition square framework, two connection post upper surfaces of described frame are provided with inserting groove, described in be provided with slotting
The connection post of access slot is positioned at adjacent position, and a described stroke cover die of inserting is plugged in described inserting groove.
Cement mortar wearability test material preparation mould the most according to claim 2, it is characterised in that two gathering sills are adjacent
One end connects, and described inserting draws cover die along the length direction or width two gathering sills of insertion of described sizing cover die.
Cement mortar wearability test material preparation mould the most according to claim 1, it is characterised in that described gathering sill is continuous
The V-type gathering sill of horizontal arrangement, end, the two ends connection that adjacent two gathering sills are adjacent.
Cement mortar wearability test material preparation mould the most according to claim 2, it is characterised in that the described limit inserting stroke cover die
Edge position is provided with handle, and described handle is used for holding fixing described inserting and draws cover die.
6. a cement mortar wearability test material preparation assembly, it is characterised in that including:
Sizing cover die, the uncovered that described sizing cover die is made up of base plate and the frame that extends along baseplate vertical direction holds
Device, is used for making cement mortar solidification forming therein；
Inserting and draw cover die, a described stroke cover die of inserting is configured to panel construction, and described slotting drawing offers, on cover die, the gathering sill engraving hole；
Grafting cover die, described grafting cover die is arranged on the side of described sizing cover die；
Inserting and draw a cutter, described inserting is drawn cutter and is inserted in described gathering sill, and the guide path formed along described gathering sill is to described cement
Glue sand is delineated.
Cement mortar wearability test material preparation assembly the most according to claim 6, it is characterised in that described frame is by four
Root tandem array connect post composition square framework, two connection post upper surfaces of described frame are provided with inserting groove, described in be provided with
The connection post of inserting groove is positioned at adjacent position, and a described stroke cover die of inserting is plugged in described inserting groove.
Cement mortar wearability test material preparation assembly the most according to claim 7, it is characterised in that two gathering sills are adjacent
One end connects, and described inserting draws cover die along the length direction or width two gathering sills of insertion of described sizing cover die.
Cement mortar wearability test material preparation assembly the most according to claim 6, it is characterised in that described gathering sill is continuous
The V-type gathering sill of horizontal arrangement, end, the two ends connection that adjacent two gathering sills are adjacent.
Cement mortar wearability test material preparation assembly the most according to claim 7, it is characterised in that described inserting draws cover die
Marginal position is provided with handle, and described handle is used for holding fixing described inserting and draws cover die.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620512414.7U CN205861413U (en) | 2016-05-31 | 2016-05-31 | A kind of cement mortar wearability test material preparation mould and assembly thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620512414.7U CN205861413U (en) | 2016-05-31 | 2016-05-31 | A kind of cement mortar wearability test material preparation mould and assembly thereof |
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| Publication Number | Publication Date |
|---|---|
| CN205861413U true CN205861413U (en) | 2017-01-04 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201620512414.7U Active CN205861413U (en) | 2016-05-31 | 2016-05-31 | A kind of cement mortar wearability test material preparation mould and assembly thereof |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112781968A (en) * | 2021-04-12 | 2021-05-11 | 西南交通大学 | Micro-motion abrasion test sample forming device among open-graded water distribution and stable gravel particles |
-
2016
- 2016-05-31 CN CN201620512414.7U patent/CN205861413U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112781968A (en) * | 2021-04-12 | 2021-05-11 | 西南交通大学 | Micro-motion abrasion test sample forming device among open-graded water distribution and stable gravel particles |
| CN112781968B (en) * | 2021-04-12 | 2021-06-25 | 西南交通大学 | Micro-motion abrasion test sample forming device among open-graded water distribution and stable gravel particles |
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