CN218567172U - Full-automatic concrete impermeability instrument - Google Patents
Full-automatic concrete impermeability instrument Download PDFInfo
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- CN218567172U CN218567172U CN202222597003.0U CN202222597003U CN218567172U CN 218567172 U CN218567172 U CN 218567172U CN 202222597003 U CN202222597003 U CN 202222597003U CN 218567172 U CN218567172 U CN 218567172U
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Abstract
The utility model discloses a full-automatic concrete impermeability instrument, which relates to the technical field of concrete detection equipment, and drives a baffle to slide downwards through a lifting device, so that the baffle is separated from a side plate, and heat dissipation holes are completely opened; when the heat dissipation effect is adjusted, the lifting device drives the baffle to slide upwards until the baffle abuts against the inner wall of the side plate, then the baffle is rotated until the heat dissipation areas correspond to the heat dissipation nets one by one, heat dissipation is performed through the heat dissipation nets and the heat dissipation holes at the moment, the heat dissipation effect is reduced due to the obstruction of the heat dissipation nets, and dust can be obstructed through the heat dissipation nets; when the impermeability appearance does not use, no longer need the heat dissipation, rotate the baffle, until baffle and all heat dissipation area one-to-one, the baffle all closes all louvres this moment, has effectively avoided the entering of external dust to come to adjust the radiating effect through the lift and the rotation of baffle, also play dirt-proof effect simultaneously, make whole full-automatic concrete impermeability appearance have higher convenience and practicality.
Description
Technical Field
The utility model relates to a concrete detection equipment technical field especially relates to a full-automatic concrete anti-permeability apparatus.
Background
Concrete is an artificial stone widely used in construction, and for some buildings, such as hydraulic buildings, underwater, underground and other construction projects, the buildings are required to have special performance, namely, impermeability, which means that the materials used in the buildings can resist the penetration of water and other liquid (light oil, heavy oil) media under pressure.
Chinese patent publication No. CN104897547B discloses a lifting device and a full-automatic concrete impermeability instrument using the same, which comprises a first fixing frame, a vertical displacement driving device, a lifting column, a fixing base and a locking piece, wherein the first fixing frame comprises a lower fixing frame and a vertical fixing piece vertically arranged on the lower fixing frame, the vertical displacement driving device is fixed on the lower fixing frame, one end of the lifting column is fixedly connected with a telescopic end of the vertical displacement driving device, and the telescopic end of the vertical displacement driving device is perpendicular to the lower fixing frame of the first fixing frame, a clamping groove is arranged on the lifting column, a through hole is arranged on the fixing base, a free end of the lifting column passes through the through hole of the fixing base, the locking piece is fixedly connected with the lower surface of the fixing base, a clamping end of the locking piece is opposite to the clamping groove on the lifting column, after the clamping end of the locking piece is clamped into the clamping groove on the lifting column, the telescopic end of the vertical displacement driving device drives the fixing base to move up and down.
This full-automatic concrete anti-permeability apparatus's cable, wire casing and partial components and parts are all installed in the overhead guard of upper end, so when using, the heat of the production in the overhead guard can't in time distribute away, can produce certain influence to the normal work of whole anti-permeability apparatus, and if only set up the louvre, inside anti-permeability apparatus can all have dust and debris to enter into the overhead guard at work and during out of work, also can influence the normal work of whole anti-permeability apparatus, very inconvenient.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problem, the utility model provides a full-automatic concrete anti-permeability apparatus, including wire casing and overhead guard, the overhead guard cover is located the wire casing top, and the overhead guard includes
The side plate is arranged at the upper end of the top cover and is in a round table shape, and the diameter of the side plate is gradually reduced from bottom to top;
the heat dissipation areas are arranged on the side plates at intervals along the circumferential direction of the top cover, and the interval angle between every two adjacent heat dissipation areas is greater than or equal to the angle of each heat dissipation area;
the heat dissipation holes are formed in the heat dissipation area along the thickness direction of the side plate;
the baffle is coaxially and rotatably connected in the top cover, corresponds to the heat dissipation areas one by one, and completely blocks all heat dissipation holes in the corresponding heat dissipation areas;
the heat dissipation net is arranged between the adjacent baffles;
the rotating block is arranged outside the top cover and used for rotating the baffle;
and the lifting device is arranged on the rotating block and used for driving the baffle to slide along the vertical direction, so that the baffle can be fixed at different heights.
The utility model discloses the technical scheme who further injects is:
furthermore, the heat dissipation area is set to be fan-shaped, and the angle of the heat dissipation area is set to be equal to the interval angle of the adjacent heat dissipation area.
The fully-automatic concrete impermeability instrument has 4 heat dissipation areas.
The fully-automatic concrete impermeability instrument is characterized in that the heat dissipation holes are arranged into a plurality of holes and evenly arrayed in the corresponding heat dissipation areas.
The baffle and the heat dissipation net are both fan-shaped, and the shapes of the baffle and the heat dissipation net are the same.
In the aforementioned full-automatic concrete impermeability instrument, the shape of the baffle is set to be the same as that of the heat dissipation area.
The full-automatic concrete impermeability instrument is characterized in that the upper end of the baffle is provided with a connecting plate which is connected with all the baffles and the upper end of the radiating net.
Preceding a full-automatic concrete impermeability appearance, the coaxial interval of turning block sets up in the overhead guard top, elevating gear includes along vertical direction coaxial coupling in the bull stick between turning block and connecting plate, the part that the bull stick is located the overhead guard outside is provided with horizontally spacing perpendicularly, the overhead guard is seted up along vertical direction and is supplied spacing male groove that link up, is connected with compression spring between turning block lower extreme and the overhead guard upper end, and compression spring overlaps simultaneously and locates outside bull stick and the spacing.
The fully-automatic concrete impermeability instrument comprises a plurality of test areas which are sequentially arranged along the vertical direction, wherein vertical guide rods are arranged in the test areas, penetrate through the test areas of each layer and are used for connecting the test areas of each layer; the test area is also internally provided with a lifting rod which is used for driving the panel to ascend or descend; a sealing cylinder assembly between adjacent panels is also arranged in the test area, and the sealing cylinder assembly is separated from or locked with the sealing base along with the rising or falling of the panels; and a threading pipe is also arranged in the test area and used for collecting the whole machine line into a wire groove on the top panel.
The full-automatic concrete impermeability instrument comprises a pressure supply device arranged on the bottom layer, wherein the pressure supply device comprises a test pressure control mechanism and a sealing pressure control mechanism and is used for providing sealing pressure and test pressure for each layer of test area;
the pressure transmitter is used for measuring and controlling the test pressure, and when the pressure value of the test pressure is greater than a limit value, the regulating solenoid valve is opened to reduce the pressure; when the test pressure value is smaller than the limit value, the regulating solenoid valve is closed, the pressure is increased, each sealing cylinder assembly is controlled by a corresponding independent solenoid valve, and the straight-through pipe and the elbow pipe are connected with a water pipe and used for conveying pressure water.
The beneficial effects of the utility model are that:
(1) When the anti-permeability instrument is normally used, the heat dissipation holes need to be opened, and the baffle is driven by the lifting device to slide downwards, so that the baffle and the inner wall of the side plate are separated from each other, and the heat dissipation holes are in a completely opened state; when the heat dissipation effect needs to be adjusted, the lifting device drives the baffle to slide upwards until the baffle is abutted against the inner wall of the side plate, then the rotating block drives the baffle to perform circular motion until all heat dissipation areas correspond to the heat dissipation nets one by one, at the moment, the heat dissipation nets and the heat dissipation holes in the heat dissipation areas are matched for use to dissipate heat in the top cover, at the moment, due to the obstruction of the heat dissipation nets, the heat dissipation effect is reduced, but certain obstruction effect can be achieved on external dust through the heat dissipation nets; when the impermeability instrument is not used, heat dissipation is not needed any more, the baffle is driven to rotate by the rotation of the rotating block until the baffle corresponds to all heat dissipation areas one by one, all heat dissipation holes are closed by the baffle at the moment, and external dust is effectively prevented from entering, so that the heat dissipation effect is adjusted by the lifting and rotating of the baffle, and meanwhile, the dustproof effect is achieved, so that the whole full-automatic impermeability instrument for concrete has higher convenience and practicability;
(2) The utility model discloses, the shape and the interval angle setting of radiating area to and the setting of baffle and radiator-grid, make the radiating area evenly distributed on the curb plate, make the heat in the overhead guard distribute more smoothly on the one hand, on the other hand also make the baffle can be more convenient open and close the louvre completely, strengthened the result of use of whole baffle, also make the structure of whole curb plate more reasonable simultaneously, can not influence the structural strength of self while having heat dispersion;
(3) The utility model discloses, elevating gear's setting, make the baffle contradict all the time on the curb plate inner wall through compression spring, thereby be convenient for turning block drive baffle carries out the free rotation, the baffle also can maintain fixed height when rotatory, when needs drive baffle and curb plate separation, rotate turning block and bull stick, make spacing and the position of lining up the groove corresponding, press the turning block after that, make spacing enter into the overhead guard through lining up the groove in, rethread turning block drive spacing is rotatory after that, make spacing and the position of lining up the groove stagger each other, remove the pressing force to the turning block this moment, compression spring's elastic restoring force drives the turning block and spacing upwards slides, conflict on the overhead guard inner wall until spacing, because the overhead guard inner wall has certain thickness, so have certain interval between baffle and the curb plate this moment, make through this interval be in the state of opening completely, thereby make whole elevating gear more convenient to the lift operation of baffle.
Drawings
Fig. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic structural view of a pressure testing control mechanism of the present invention;
FIG. 3 is a schematic structural view of the middle dome of the present invention;
FIG. 4 is a schematic view illustrating a state where the heat dissipation holes are completely opened;
FIG. 5 is a schematic structural view of the middle side plate of the present invention;
fig. 6 is a schematic structural view of the middle baffle of the present invention.
Wherein: 1. a top cover; 101. a side plate; 102. a heat dissipation area; 103. heat dissipation holes; 104. a baffle plate; 105. a heat-dissipating web; 106. rotating the block; 107. a connecting plate; 108. a lifting device; 109. a rotating rod; 110. a limiting strip; 111. a through groove; 112. a compression spring; 2. a computer display; 3. a wire slot; 4. a guide rod; 5. a threading pipe; 6. a lifting rod; 7. a seal cartridge assembly; 8. a water pipe; 9. a pressure supply device; 10. a test pressure control mechanism; 11. a seal pressure control mechanism; 12. hoisting a column; 13. a pressure transmitter; 14. an energy storage tank; 15. a valve seat; 16. bending the pipe; 17. straight-through; 18. and adjusting the electromagnetic valve.
Detailed Description
The full-automatic concrete impermeability instrument that this embodiment provided, the structure is as shown in fig. 1 to 2, has set gradually a plurality of test zones along vertical direction, and every layer of test zone structure is the same, is provided with vertical guide bar 4 in the test zone, and guide bar 4 passes each layer of test zone, connects each layer of test zone.
Still be provided with lifter 6 in the test area, lifter 6 passes the panel centre of a circle department in each layer test area, connects each layer test area, and the position that lifter 6 links to each other with each layer test area is provided with the bayonet socket, and the bottom links to each other with the power device of bottom, and lifter 6 rises or descends under power device's drive, bayonet socket locking panel to drive the panel and rise or descend, guide bar 4 then plays direction and firm effect.
The sealing cylinder assembly 7 is used for performing a impermeability test, the sealing cylinder assembly 7 is respectively fixed below the upper layer of panel and above the lower layer of panel, and the sealing cylinder assembly 7 is separated from or locked with the sealing base along with the rising or falling of the panel, so that a test piece can be conveniently loaded and unloaded, and the impermeability test can be performed.
The side wall of the sealing cylinder and the sealing base are both provided with water inlets, and the pressure supply device 9 at the bottom respectively conveys test pressure water and sealing pressure water to each layer of test area.
The bottom layer of full-automatic concrete anti-permeability apparatus is provided with supplies pressure equipment 9, supplies pressure equipment 9 to include experimental pressure control mechanism 10 and sealed pressure control mechanism 11 for each layer of test district provides sealed pressure and experimental pressure.
The test pressure control mechanism 10 comprises an energy storage tank 14, a pressure transmitter 13, an adjusting electromagnetic valve 18, a valve seat 15, a straight-through 17 and an elbow 16, wherein the energy storage tank 14, the pressure transmitter 13 and the adjusting electromagnetic valve 18 are installed on the valve seat 15, the valve seat 15 is fixed on a panel through a suspension column 12, the energy storage tank 14 is used for eliminating pressure fluctuation and stabilizing test pressure, the pressure transmitter 13 is used for measuring and controlling the test pressure, and when the pressure value of the test pressure is detected to be larger than a limit value, the adjusting electromagnetic valve 18 is opened to reduce the pressure; when the test pressure value is smaller than the limit value, the electromagnetic valve 18 is adjusted to be closed, so that the pressure is increased, each sealing cylinder assembly 7 is also controlled by a corresponding independent electromagnetic valve, and therefore the effects of independent control, no influence on each other, automatic pressurization and pressure maintaining are achieved, and the straight-through 17 and the elbow 16 are connected with the water pipe 8 and used for conveying pressure water.
The structure and the principle of the sealing pressure control mechanism 11 are similar to those of the test pressure control mechanism 10; and a computer display 2 is fixed on the top panel and used for inputting set test data and forming a data report after the test is finished.
The full-machine line of full-automatic concrete impermeability instrument is collected to the wire casing 3 on the top panel through the threading pipe 5, and the outside is provided with the top cover 1, both convenient management and safety, as shown in figures 3 to 6, the top cover 1 covers the wire casing 3, and the top cover 1 comprises
The side plate 101 is arranged at the upper end of the top cover 1 and is in a circular truncated cone shape, and the diameter of the side plate is gradually reduced from bottom to top;
the heat dissipation areas 102 are arranged on the side plates 101 at intervals along the circumferential direction of the top cover 1, the number of the heat dissipation areas is 4, the heat dissipation areas 102 are arranged in a fan shape, and the angles of the heat dissipation areas 102 are equal to the interval angles of the adjacent heat dissipation areas 102;
the radiating holes 103 are formed in the radiating area 102 along the thickness direction of the side plate 101, and the number of the radiating holes 103 is set to be a plurality and the radiating holes are uniformly arrayed in the corresponding radiating area 102;
the baffles 104 are coaxially and rotatably connected in the top cover 1 and correspond to the heat dissipation areas 102 one by one, and the baffles 104 are in the same shape as the heat dissipation areas 102 and are in fan shapes and are used for completely blocking all heat dissipation holes 103 in the corresponding heat dissipation areas 102;
a heat dissipation mesh 105 disposed between the adjacent baffles 104, the shape of the heat dissipation mesh 105 being the same as that of the heat dissipation area 102 and also being a sector;
a connecting plate 107 connected to the upper ends of all the baffles 104 and the heat dissipating nets 105;
the rotating block 106 is arranged outside the top cover 1, coaxially arranged above the top cover 1 at intervals and used for simultaneously rotating all the baffles 104;
elevating gear 108, set up on turning block 106, be used for driving baffle 104 and slide along vertical direction, make baffle 104 can be fixed in not co-altitude, elevating gear 108 includes along vertical direction coaxial coupling in turning block 106 and connecting plate 107 between bull stick 109, the part that bull stick 109 is located the top cap 1 outside is provided with horizontally spacing 110 perpendicularly, top cap 1 has seted up along vertical direction and has supplied spacing 110 male through groove 111, be connected with compression spring 112 between turning block 106 lower extreme and the top cap 1 upper end, and compression spring 112 overlaps simultaneously and locates outside bull stick 109 and spacing 110.
When the impermeability instrument works normally, the heat dissipation hole 103 needs to be opened for heat dissipation, the rotating block 106 is rotated, the rotating block 106 drives the rotating rod 109 and the limiting strip 110 to rotate until the limiting strip 110 corresponds to the through groove 111, then the rotating block 106 is pressed, so that the limiting strip 110 enters the top cover 1 through the through groove 111, and the compression spring 112 is further compressed in the pressing process;
then, the limiting strip 110 is rotated while keeping pressing, so that the positions of the limiting strip 110 and the through groove 111 are staggered, the pressing force on the rotating block 106 is removed, the elastic restoring force of the compression spring 112 drives the rotating block 106, the rotating rod 109 and the limiting strip 110 to slide upwards until the limiting strip 110 abuts against the inner wall of the top cover 1, and as the inner wall of the top cover 1 has a certain thickness, a certain interval is formed between the baffle 104 and the side plate 101 at the moment, the heat dissipation holes 103 are in a completely opened state through the interval, and the heat dissipation holes 103 are in a completely opened state.
When the heat dissipation effect needs to be adjusted, firstly, the rotating block 106 is rotated, the rotating block 106 drives the rotating rod 109 and the limiting strip 110 to rotate until the limiting strip 110 corresponds to the through groove 111, the elastic restoring force of the compression spring 112 drives the rotating block 106, the rotating rod 109 and the limiting strip 110 to slide upwards, the limiting strip 110 penetrates through the through groove 111 to rise from the inside of the top cover 1 to the outside of the top cover 1, and the limiting strip 110 continues to slide upwards until the baffle 104 is abutted against the inner wall of the side plate 101;
then, the rotating block 106 is rotated to enable the heat dissipation nets 105 to perform circular motion along with the rotating block until all the heat dissipation nets 105 correspond to the heat dissipation areas 102 on the side plates 101 one by one, at the moment, the heat dissipation nets 105 and the heat dissipation holes 103 in the heat dissipation areas 102 are used in a matched mode to dissipate heat in the top cover 1, due to the obstruction of the heat dissipation nets 105, the heat dissipation effect is reduced, and certain obstruction effect can be achieved on external dust through the heat dissipation nets 105.
When the impervious appearance does not use, no longer need dispel the heat, rotate turning block 106, make baffle 104 also carry out circular motion thereupon, until baffle 104 and all heat dissipation area 102 one-to-one, baffle 104 all closes all louvres 103 this moment, the entering of external dust has effectively been avoided, thereby adjust the radiating effect through the lift and the rotation of baffle 104 and radiator-grid 105, also play dirt-proof effect simultaneously, make whole full-automatic concrete impervious appearance have higher convenience and practicality.
In addition to the above embodiments, the present invention may have other embodiments; all the technical solutions formed by adopting equivalent substitutions or equivalent transformations fall within the protection scope claimed by the present invention.
Claims (10)
1. The utility model provides a full-automatic concrete anti-permeability apparatus, includes wire casing (3) and overhead guard (1), its characterized in that: the top cover (1) is covered above the wire groove (3), and the top cover (1) comprises
The side plate (101) is arranged at the upper end of the top cover (1) and is in a circular truncated cone shape, and the diameter of the side plate is gradually reduced from bottom to top;
the heat dissipation areas (102) are arranged on the side plates (101) at intervals along the circumferential direction of the top cover (1), and the interval angle between every two adjacent heat dissipation areas (102) is larger than or equal to the angle of the heat dissipation areas (102);
the heat dissipation holes (103) are formed in the heat dissipation area (102) along the thickness direction of the side plate (101);
the baffle (104) is coaxially and rotatably connected in the top cover (1), corresponds to the heat dissipation areas (102) one by one, and completely blocks all heat dissipation holes (103) in the corresponding heat dissipation areas (102);
a heat dissipation mesh (105) disposed between adjacent baffles (104);
the rotating block (106) is arranged outside the top cover (1) and used for rotating the baffle (104);
and the lifting device (108) is arranged on the rotating block (106) and used for driving the baffle (104) to slide along the vertical direction, so that the baffle (104) can be fixed at different heights.
2. The full-automatic concrete impermeability instrument of claim 1, wherein: the heat dissipation areas (102) are arranged in a fan shape, and the angles of the heat dissipation areas (102) are equal to the interval angles of the adjacent heat dissipation areas (102).
3. The full-automatic concrete impermeability instrument of claim 2, wherein: the number of the heat dissipation areas (102) is 4.
4. The full-automatic concrete impermeability instrument of claim 1, wherein: the heat dissipation holes (103) are arranged into a plurality of holes and evenly arrayed in the corresponding heat dissipation areas (102).
5. The full-automatic concrete impermeability instrument of claim 1, wherein: the baffle (104) and the heat dissipation net (105) are both arranged in a fan shape, and the shapes of the baffle and the heat dissipation net are the same.
6. The full-automatic concrete impermeability instrument of claim 5, wherein: the baffle (104) is shaped to be the same as the heat dissipation area (102).
7. The full-automatic concrete impermeability instrument of claim 6, wherein: and the upper end of the baffle (104) is provided with a connecting plate (107) which is simultaneously connected with all the baffles (104) and the upper ends of the radiating nets (105).
8. The full-automatic concrete impermeability instrument of claim 1, wherein: the utility model discloses a spacing device for the oil field of engine, including top cap (1), rotor block (106) coaxial interval sets up in top cap (1) top, elevating gear (108) include along vertical direction coaxial coupling in rotor block (106) and connecting plate (107) between bull stick (109), bull stick (109) are located the outer part of top cap (1) and are provided with horizontally spacing (110) perpendicularly, top cap (1) are seted up along vertical direction and are supplied spacing (110) male groove (111) that link up, be connected with compression spring (112) between rotor block (106) lower extreme and top cap (1) upper end, and compression spring (112) overlap simultaneously and locate outside bull stick (109) and spacing (110).
9. The full-automatic concrete impermeability instrument of claim 1, wherein: the device comprises a plurality of test areas which are sequentially arranged along the vertical direction, wherein a vertical guide rod (4) is arranged in each test area, and the guide rod (4) penetrates through each test area and is used for connecting each test area; a lifting rod (6) is further arranged in the test area, and the lifting rod (6) is used for driving the panel to ascend or descend; a sealing cylinder assembly (7) between adjacent panels is also arranged in the test area, and the sealing cylinder assembly (7) is separated from or locked with the sealing base along with the rising or falling of the panels; the test area is also provided with a threading pipe (5) for collecting the whole machine line into a wire groove (3) on the top panel.
10. The full-automatic concrete impermeability instrument of claim 1, wherein: the device comprises a pressure supply device (9) arranged at a bottom layer, wherein the pressure supply device (9) comprises a test pressure control mechanism (10) and a sealing pressure control mechanism (11) and is used for providing sealing pressure and test pressure for each layer of test area, and the test pressure control mechanism (10) comprises an energy storage tank (14), a pressure transmitter (13), an adjusting electromagnetic valve (18), a valve seat (15), a straight-through (17) and an elbow (16);
the energy storage tank (14), the pressure transmitter (13) and the adjusting electromagnetic valve (18) are installed on the valve seat (15), the valve seat (15) is fixed on the panel through the suspension posts (12), the energy storage tank (14) is used for eliminating pressure fluctuation and stabilizing test pressure, the pressure transmitter (13) is used for measuring and controlling the test pressure, and when the pressure value of the test pressure is greater than a limit value, the adjusting electromagnetic valve (18) is opened to reduce the pressure; when the test pressure value is smaller than the limit value, the regulating electromagnetic valve (18) is closed, the pressure is increased, each sealing cylinder assembly (7) is controlled by a corresponding independent electromagnetic valve, and the straight-through (17) and the elbow (16) are connected with the water pipe (8) and are used for conveying pressure water.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222597003.0U CN218567172U (en) | 2022-09-29 | 2022-09-29 | Full-automatic concrete impermeability instrument |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202222597003.0U CN218567172U (en) | 2022-09-29 | 2022-09-29 | Full-automatic concrete impermeability instrument |
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| CN218567172U true CN218567172U (en) | 2023-03-03 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117907194A (en) * | 2024-03-15 | 2024-04-19 | 兴化市建设工程质量检测有限公司 | Concrete water permeability detection device |
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2022
- 2022-09-29 CN CN202222597003.0U patent/CN218567172U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117907194A (en) * | 2024-03-15 | 2024-04-19 | 兴化市建设工程质量检测有限公司 | Concrete water permeability detection device |
| CN117907194B (en) * | 2024-03-15 | 2024-05-14 | 兴化市建设工程质量检测有限公司 | Concrete water permeability detection device |
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