CN219015989U - Self-leveling mortar fluidity tester - Google Patents
Self-leveling mortar fluidity tester Download PDFInfo
- Publication number
- CN219015989U CN219015989U CN202223245117.5U CN202223245117U CN219015989U CN 219015989 U CN219015989 U CN 219015989U CN 202223245117 U CN202223245117 U CN 202223245117U CN 219015989 U CN219015989 U CN 219015989U
- Authority
- CN
- China
- Prior art keywords
- cylinder
- base
- self
- supporting
- wall
- 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.)
- Active
Links
Images
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
Landscapes
- A Measuring Device Byusing Mechanical Method (AREA)
Abstract
The utility model relates to the field of building construction, in particular to a self-leveling mortar fluidity tester which comprises a base, a test cylinder, a supporting component, a bubble level and a measuring scale, wherein the test cylinder is arranged at the top of the base through supporting legs, a supporting column is arranged at the top of a fixed plate, a connecting rod is arranged at the bottom of the base, a spherical damper and a movable sleeve are respectively arranged at the top of the supporting column and the bottom of the connecting rod, the spherical damper is rotationally connected inside the movable sleeve, a first bolt is connected on the outer wall of the movable sleeve in a threaded manner, and the bubble level is arranged on the side wall of the base. The self-leveling mortar fluidity tester provided by the utility model has the advantages that the measuring equipment can be adjusted and leveled on uneven ground, the mortar fluidity can be measured stably through the ruler, and the measuring accuracy is improved.
Description
Technical Field
The utility model relates to the field of building construction, in particular to a self-leveling mortar fluidity tester.
Background
The self-leveling mortar is a filling material capable of leveling the ground by flowing by utilizing self weight, and the fluidity is directly related to the working performance of the self-leveling mortar, so that after the self-leveling mortar is used for completing batching and stirring, the fluidity needs to be detected, and if the fluidity does not reach the standard, the corresponding batching needs to be supplemented to adjust the fluidity. When the existing self-leveling mortar fluidity is tested, the mortar fluidity is usually obtained by outdoor operation and pouring the stirred mortar into a test die, and measuring the diameter of the mortar by a ruler after the mortar stops flowing. However, in a specific application, the test mold is placed on the ground and is affected by the flatness of the ground, so that the result error is easily caused. Meanwhile, when the diameter is measured, the measuring ruler is easy to be stained with mortar, the shape of the mortar is damaged, and the measuring result is also influenced. Therefore, it is necessary to provide a new self-leveling mortar fluidity tester to solve the above technical problems.
Disclosure of Invention
In order to solve the technical problems, the utility model provides the self-leveling mortar fluidity tester which can adjust and level measuring equipment on uneven ground, can stably measure mortar fluidity through a ruler and improves measuring accuracy.
The self-leveling mortar fluidity tester provided by the utility model comprises: the device comprises a base and a test cylinder, wherein the test cylinder is arranged at the top of the base through supporting legs;
the support assembly comprises a support column, a connecting rod, a movable sleeve, a spherical damper, a first bolt and a fixed plate, wherein the support column is arranged at the top of the fixed plate, the connecting rod is arranged at the bottom of the base, the spherical damper and the movable sleeve are respectively arranged at the top of the support column and the bottom of the connecting rod, the spherical damper is rotationally connected inside the movable sleeve, and the first bolt is connected to the outer wall of the movable sleeve in a threaded manner;
the bubble level is arranged on the side wall of the base;
the measuring scale, the bull stick is installed at the top of measuring scale, propulsion unit is installed to one side top of base, the one end that the measuring scale was kept away from to the bull stick is connected with propulsion unit.
Preferably, the support column comprises a support cylinder, a support rod and a second bolt, wherein the support cylinder is arranged at the top of the fixing plate, the support rod is slidably connected in the support cylinder, the top of the support rod is connected with the lower surface of the spherical damper, and the second bolt is connected to the side wall, close to the top, of the support cylinder in a threaded manner.
Preferably, the locating component is further installed on the supporting cylinder, the locating component comprises a cross plate, a locating column and a nut, the cross plate is sleeved outside the supporting cylinder, the locating column is installed on four sides of the bottom of the cross plate, a slot matched with the locating column is formed in the surface of the fixing plate, the bottom end of the locating column is inserted into the slot, a thread groove is formed in the outer wall, close to the bottom, of the supporting cylinder, and the nut is connected to the outer wall, provided with a thread groove section, of the supporting cylinder in a threaded mode.
Preferably, the propulsion assembly comprises a curved bar, a connecting block, a screw and a rotating shaft, one end of the curved bar is connected with the side wall of the base, the connecting block is installed at the other end of the curved bar, the screw is connected to the connecting block in a threaded manner, and the bottom of the screw is connected with the top of the rotating rod in a rotating manner through the rotating shaft.
Preferably, the top of the test cylinder is provided with a guide cover which is integrated with the test cylinder, the guide cover is in a horn mouth shape with a big upper part and a small lower part, and a plurality of groups of guide grooves which are distributed at equal intervals are further arranged on the inner wall of the guide cover.
Preferably, the inside of the test cylinder is provided with a wall scraping mechanism, the wall scraping mechanism comprises an air cylinder, a piston rod and a scraping plate, the scraping plate is in sliding connection with the inner side wall of the test cylinder, the air cylinder is arranged at the top of the base, one end of the piston rod is connected with the output end of the air cylinder, and the other end of the piston rod penetrates through the bottom of the test cylinder to be connected with the scraping plate.
Compared with the related art, the self-leveling mortar fluidity tester provided by the utility model has the following beneficial effects:
1. the utility model provides a self-leveling mortar fluidity tester, when a worker needs to measure the self-leveling mortar fluidity outdoors, a positioning component is used for fixing a test cylinder on the bottom wall on the external ground, if the ground is uneven, a support component is used for leveling a base, the test cylinder on the base can be kept in a level state on the uneven ground, mortar is injected into the test cylinder, and after the mortar flow diffusion is stopped, the diameter of the mortar is measured through a measuring ruler, so that the fluidity of the mortar can be obtained.
2. According to the utility model, when a worker needs to measure the fluidity of mortar by using the measuring ruler, the measuring ruler can be pushed to slowly move to the inner side of the test cylinder by the pushing component, the measuring ruler is positioned on the upper surface of the mortar, and then the measuring ruler can be rotated at will by the rotating rod, so that the diameters of the mortar at different positions can be measured by using the measuring ruler, and the average value can be taken out to improve the accuracy of a detection result.
3. According to the utility model, when a worker injects mortar into the test cylinder, the outside of the test cylinder can be blocked by the guide cover, so that the mortar is prevented from being sprayed out of the test cylinder to pollute the ground, and when the mortar fluidity is detected, after the mortar in the test cylinder is poured out, more mortar remains on the inner wall of the test cylinder, at the moment, the inner wall of the test cylinder can be cleaned through the wall scraping mechanism, the inside of the test cylinder is kept clean, and the cleaning is facilitated.
Drawings
FIG. 1 is a schematic diagram of a preferred embodiment of a self-leveling mortar fluidity tester according to the utility model;
FIG. 2 is a schematic diagram of the self-leveling mortar fluidity tester shown in FIG. 1;
fig. 3 is a schematic view of the internal structure of the test cartridge shown in fig. 1.
Detailed Description
The present utility model will be described in further detail with reference to the drawings and examples, in order to make the objects, technical solutions and advantages of the present utility model more apparent. It should be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the scope of the utility model.
Specific implementations of the utility model are described in detail below in connection with specific embodiments.
Referring to fig. 1 and 2, a self-leveling mortar fluidity tester provided by an embodiment of the utility model includes:
the device comprises a base 1 and a test cylinder 2, wherein the test cylinder 2 is arranged at the top of the base 1 through supporting legs 11;
the support assembly 9, the support assembly 9 comprises a support column 91, a connecting rod 92, a movable sleeve 93, a spherical damper 94, a first bolt 95 and a fixed plate 96, wherein the support column 91 is arranged at the top of the fixed plate 96, the connecting rod 92 is arranged at the bottom of the base 1, the spherical damper 94 and the movable sleeve 93 are respectively arranged at the top of the support column 91 and the bottom of the connecting rod 92, the spherical damper 94 is rotationally connected inside the movable sleeve 93, and the first bolt 95 is connected on the outer wall of the movable sleeve 93 in a threaded manner;
the bubble level 3, the bubble level 3 is installed on the sidewall of the base 1;
the positioning assembly 4 is further installed on the supporting cylinder 911, the positioning assembly 4 comprises a cross plate 41, a positioning column 42 and a nut 43, the cross plate 41 is sleeved outside the supporting cylinder 911, the positioning column 42 is installed on four sides of the bottom of the cross plate 41, a slot 961 matched with the positioning column 42 is formed in the surface of the fixing plate 96, the bottom end of the positioning column 42 is inserted into the slot 961, a thread groove is formed in the outer wall, close to the bottom, of the supporting cylinder 911, and the nut 43 is connected to the outer wall, provided with a thread groove section, of the supporting cylinder 911 in a threaded mode;
it should be noted that: when a worker needs to measure the fluidity of self-leveling mortar outdoors, the fixing plate 96 is firstly placed on the ground, then the rotating nut 43 moves downwards along the supporting cylinder 911, the cross plate 41 can be extruded to move downwards, the positioning column 42 penetrates through the notch 961 to penetrate into the ground soil to fix the fixing plate 96, if the ground is uneven, the test cylinder 2 on the base 1 is in an inclined state, and the spherical damper 94 is rotationally connected with the movable sleeve 93, so that the base 1 can be optionally rotated to adjust the angle, air bubbles in the air bubble level meter 3 are observed, the base 1 is adjusted to be horizontal, the first bolt 95 is rotated to abut against the outer wall of the spherical damper 94 positioned on the inner side of the movable sleeve 93, the base 1 and the test cylinder 2 which are adjusted to be horizontal displacement are fixed, then mortar is injected into the test cylinder 2, and after the mortar flow diffusion stops, the fluidity of the mortar is measured through the measuring ruler 5, and the accuracy of the measurement of the mortar is prevented from being influenced by the gravity of the liquid surface after the mortar flow stops due to the inclination of the ground uneven.
The support column 91 comprises a support cylinder 911, a support rod 912 and a second bolt 913, wherein the support cylinder 911 is arranged at the top of the fixed plate 96, the support rod 912 is slidably connected inside the support cylinder 911, the top of the support rod 912 is connected with the lower surface of the spherical damper 94, and the side wall of the support cylinder 911, which is close to the top, is connected with the second bolt 913 through threads; the supporting rod 912 is pulled out from the supporting cylinder 911 up and down, so that the height of the test cylinder 2 on the base 1 can be adjusted, and people with different heights can conveniently measure the mortar fluidity.
The top of the test cylinder 2 is provided with a guide cover 7 which is integrated with the test cylinder, the guide cover 7 is in a horn mouth shape with a big top and a small bottom, and the inner wall of the guide cover 7 is also provided with a plurality of groups of guide grooves 71 which are distributed at equal intervals; when mortar is added into the test cylinder 2, the outside of the test cylinder 2 can be shielded through the air guide sleeve 7, so that the pollution to the ground caused by the mortar sprayed out of the test cylinder 2 is avoided.
In the embodiment of the present utility model, referring to fig. 1, the propulsion assembly 6 includes a curved bar 61, a connecting block 62, a screw 63 and a rotating shaft 64, one end of the curved bar 61 is connected with the side wall of the base 1, the other end of the curved bar 61 is provided with the connecting block 62, the connecting block 62 is connected with the screw 63 in a threaded manner, and the bottom of the screw 63 is rotatably connected with the top of the rotating rod 51 through the rotating shaft 64;
it should be noted that: after the mortar in the test cylinder 2 stops flowing and diffusing, a worker can rotate the screw 63 to screw downwards, and then can drive the measuring ruler 5 to slowly move into the test cylinder 2 and be placed on the upper side of the mortar, the diameter of the mortar can be measured through the measuring side, the measuring ruler 5 can be optionally rotated through the rotating rod 51 to detect the diameters of different positions of the mortar, the accuracy of the measuring result is improved by taking an average value, and the phenomenon that the measuring result is influenced by carelessly touching the mortar when a worker directly holds the measuring ruler 5 to be attached to the surface of the mortar for measurement is avoided.
In the embodiment of the present utility model, referring to fig. 3, a wall scraping mechanism 8 is disposed in the test cylinder 2, the wall scraping mechanism 8 includes an air cylinder 81, a piston rod 82 and a scraper 83, the scraper 83 is slidably connected with the inner side wall of the test cylinder 2, the air cylinder 81 is mounted on the top of the base 1, one end of the piston rod 82 is connected with the output end of the air cylinder 81, and the other end of the piston rod 82 passes through the bottom of the test cylinder 2 to be connected with the scraper 83;
it should be noted that: after the mortar inside the test cylinder 2 is poured out after the measurement is finished, more mortar still remains on the inner wall of the test cylinder 2, at the moment, the cylinder 81 can be started to work, the scraper 83 is driven to be attached to the inner wall of the test cylinder 2 through the piston rod 82 to slide upwards, the mortar remaining on the inner wall of the test cylinder 2 is completely scraped, and then the mortar is poured out, so that the inner wall of the test cylinder 2 can be cleaned.
The working principle of the self-leveling mortar fluidity tester provided by the utility model is as follows:
when a worker needs to measure the flow of self-leveling mortar outdoors, the fixing plate 96 is firstly placed on the ground, then the rotating nut 43 moves downwards along the supporting cylinder 911, the cross plate 41 can be extruded to move downwards, the positioning column 42 penetrates through the notch 961 to penetrate into the soil to fix the fixing plate 96, if the ground is uneven, the test cylinder 2 on the base 1 is in an inclined state, and the spherical damper 94 is rotationally connected with the movable sleeve 93, so that the base 1 can be optionally rotated to adjust the angle, the liquid level of the balancing liquid in the bubble level meter 3 is observed to be flush with the horizontal groove 31, at the moment, the base 1 is adjusted to be in a horizontal state, then the first bolt 95 is rotated to be abutted against the outer wall of the spherical damper 94, which is positioned on the inner side of the movable sleeve 93, the base 1 and the test cylinder 2 which are adjusted to be in horizontal displacement are fixed, then mortar is injected into the test cylinder 2, and after the mortar flow is stopped, the like, the measuring ruler 5 is used for measuring the diameter of the mortar, and the obtained flow is prevented from being influenced by the measurement result after the inclined flow of the gravity of the mortar is stopped due to the uneven ground.
When the flow and diffusion of the mortar in the test cylinder 2 are stopped, a worker can rotate the screw 63 to screw downwards, so that the measuring ruler 5 can be driven to slowly move into the test cylinder 2 and be placed on the upper side of the mortar, the diameter of the mortar can be measured through the measuring side, the measuring ruler 5 can be optionally rotated through the rotating rod 51 to detect the diameters of different positions of the mortar, the accuracy of a measuring result is improved by taking an average value, and the influence on the measuring result caused by careless collision of the mortar when the worker directly holds the measuring ruler 5 for measurement is avoided;
finally, after the mortar in the test cylinder 2 is poured out after the measurement is finished, more mortar still remains on the inner wall of the test cylinder 2, at the moment, the cylinder 81 can be started to work, the scraper 83 is driven to be attached to the inner wall of the test cylinder 2 through the piston rod 82 to slide upwards, the mortar remaining on the inner wall of the test cylinder 2 is completely scraped, and then the mortar is poured out, so that the inner wall of the test cylinder 2 can be cleaned.
The circuits and control involved in the present utility model are all of the prior art, and are not described in detail herein.
The foregoing description is only illustrative of the present utility model and is not intended to limit the scope of the utility model, and all equivalent structures or equivalent processes or direct or indirect application in other related technical fields are included in the scope of the present utility model.
Claims (6)
1. A self-leveling mortar fluidity tester, comprising: the device comprises a base (1) and a test cylinder (2), wherein the test cylinder (2) is arranged at the top of the base (1) through supporting legs (11);
characterized by further comprising:
the support assembly (9), the support assembly (9) comprises a support column (91), a connecting rod (92), a movable sleeve (93), a spherical damper (94), a first bolt (95) and a fixed plate (96), wherein the support column (91) is arranged at the top of the fixed plate (96), the connecting rod (92) is arranged at the bottom of the base (1), the spherical damper (94) and the movable sleeve (93) are respectively arranged at the top of the support column (91) and the bottom of the connecting rod (92), the spherical damper (94) is rotationally connected inside the movable sleeve (93), and the first bolt (95) is connected to the outer wall of the movable sleeve (93) in a threaded manner;
the bubble level (3), the bubble level (3) is installed on the side wall of the base (1);
the measuring scale (5), bull stick (51) are installed at the top of measuring scale (5), propulsion unit (6) are installed to one side top of base (1), one end that dipperstick (5) were kept away from to bull stick (51) is connected with propulsion unit (6).
2. The self-leveling mortar fluidity tester according to claim 1, wherein the supporting column (91) comprises a supporting cylinder (911), a supporting rod (912) and a second bolt (913), the supporting cylinder (911) is mounted on the top of the fixed plate (96), the supporting rod (912) is slidably connected inside the supporting cylinder (911), the top of the supporting rod (912) is connected with the lower surface of the spherical damper (94), and the second bolt (913) is screwed on the side wall of the supporting cylinder (911) close to the top.
3. The self-leveling mortar fluidity tester according to claim 2, characterized in that the supporting cylinder (911) is further provided with a positioning component (4), the positioning component (4) comprises a cross plate (41), a positioning column (42) and a nut (43), the cross plate (41) is sleeved outside the supporting cylinder (911), the positioning column (42) is arranged on four sides of the bottom of the cross plate (41), the surface of the fixing plate (96) is provided with a slot (961) matched with the positioning column (42), the bottom end of the positioning column (42) is inserted into the slot (961), the outer wall, close to the bottom, of the supporting cylinder (911) is provided with a thread groove, and the outer wall, provided with a thread groove section, of the supporting cylinder (911) is provided with the nut (43) in a threaded connection.
4. The self-leveling mortar fluidity tester according to claim 1, wherein the propulsion component (6) comprises a curved bar (61), a connecting block (62), a screw (63) and a rotating shaft (64), one end of the curved bar (61) is connected with the side wall of the base (1), the other end of the curved bar (61) is provided with the connecting block (62), the connecting block (62) is connected with the screw (63) in a threaded manner, and the bottom of the screw (63) is rotationally connected with the top of the rotating rod (51) through the rotating shaft (64).
5. The self-leveling mortar fluidity tester according to claim 1, wherein a guide cover (7) integrated with the test cylinder (2) is installed at the top of the test cylinder, the guide cover (7) is in a horn shape with a large upper part and a small lower part, and a plurality of groups of guide grooves (71) distributed at equal intervals are further arranged on the inner wall of the guide cover (7).
6. The self-leveling mortar fluidity tester according to claim 1, wherein a wall scraping mechanism (8) is arranged in the test cylinder (2), the wall scraping mechanism (8) comprises an air cylinder (81), a piston rod (82) and a scraping plate (83), the scraping plate (83) is slidably connected with the inner side wall of the test cylinder (2), the air cylinder (81) is arranged at the top of the base (1), one end of the piston rod (82) is connected with the output end of the air cylinder (81), and the other end of the piston rod (82) penetrates through the bottom of the test cylinder (2) to be connected with the scraping plate (83).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223245117.5U CN219015989U (en) | 2022-12-05 | 2022-12-05 | Self-leveling mortar fluidity tester |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223245117.5U CN219015989U (en) | 2022-12-05 | 2022-12-05 | Self-leveling mortar fluidity tester |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219015989U true CN219015989U (en) | 2023-05-12 |
Family
ID=86248661
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223245117.5U Active CN219015989U (en) | 2022-12-05 | 2022-12-05 | Self-leveling mortar fluidity tester |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219015989U (en) |
-
2022
- 2022-12-05 CN CN202223245117.5U patent/CN219015989U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN217561510U (en) | Concrete slump testing device convenient to clean | |
| CN112539737A (en) | Flatness measuring device for paving floor tiles in constructional engineering and implementation method | |
| CN116087478A (en) | Visual concrete slump detection equipment and method | |
| CN219015989U (en) | Self-leveling mortar fluidity tester | |
| CN206113924U (en) | Special slope measuring device of building engineering | |
| CN209803143U (en) | Concrete slump automatic check out test set | |
| CN117723441A (en) | Concrete fluidity testing device | |
| CN203965283U (en) | The accurate location device of sand-cement slurry consistometer | |
| CN207132844U (en) | A kind of testing flatness instrument | |
| CN215261789U (en) | Perpendicular detection device is used in road and bridge construction | |
| CN213515616U (en) | Special gradient measuring device of building engineering | |
| CN215953612U (en) | Concrete slump detection device | |
| CN209841872U (en) | A equipment for concrete slump detects | |
| CN219200411U (en) | Building horizontal straightness check out test set that hangs down | |
| CN220170796U (en) | Novel bubble light soil slurry fluidity detects device | |
| CN219997080U (en) | Concrete slump detection device | |
| CN220872476U (en) | Building concrete intensity detection device | |
| CN218955754U (en) | Vertical calibration degree detection device for constructional engineering | |
| CN209764869U (en) | concrete workability survey device | |
| CN221148696U (en) | Simple measuring device for concrete slump detection | |
| CN219870868U (en) | Can improve accurate cement standard consistence and congeal apparatus | |
| CN209326550U (en) | A kind of architectural engineering flatness detecting device | |
| CN209803144U (en) | Concrete slump detection device | |
| CN212364300U (en) | Slump detects a section of thick bamboo for engineering is built in room | |
| CN214794321U (en) | Detection apparatus for cement paste fluidity |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |