CN113358856A - Assembled concrete structure grouting construction analogue means - Google Patents
Assembled concrete structure grouting construction analogue means Download PDFInfo
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- CN113358856A CN113358856A CN202110552702.0A CN202110552702A CN113358856A CN 113358856 A CN113358856 A CN 113358856A CN 202110552702 A CN202110552702 A CN 202110552702A CN 113358856 A CN113358856 A CN 113358856A
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- 239000004567 concrete Substances 0.000 title claims abstract description 127
- 238000010276 construction Methods 0.000 title claims abstract description 50
- 238000004088 simulation Methods 0.000 claims abstract description 65
- 239000011521 glass Substances 0.000 claims abstract description 48
- 238000002347 injection Methods 0.000 claims abstract description 23
- 239000007924 injection Substances 0.000 claims abstract description 23
- 239000000463 material Substances 0.000 claims abstract description 21
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims abstract description 11
- 235000017491 Bambusa tulda Nutrition 0.000 claims abstract description 11
- 241001330002 Bambuseae Species 0.000 claims abstract description 11
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims abstract description 11
- 239000011425 bamboo Substances 0.000 claims abstract description 11
- 238000001514 detection method Methods 0.000 claims description 22
- 239000011440 grout Substances 0.000 claims description 18
- 229910001220 stainless steel Inorganic materials 0.000 claims description 17
- 239000010935 stainless steel Substances 0.000 claims description 17
- 230000000694 effects Effects 0.000 claims description 16
- 238000009792 diffusion process Methods 0.000 claims description 15
- 238000003756 stirring Methods 0.000 claims description 12
- 230000005540 biological transmission Effects 0.000 claims description 11
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 5
- 238000007789 sealing Methods 0.000 claims description 3
- 229920000297 Rayon Polymers 0.000 claims description 2
- 238000010030 laminating Methods 0.000 claims description 2
- 238000000034 method Methods 0.000 abstract description 6
- 239000011148 porous material Substances 0.000 abstract description 4
- 229910000831 Steel Inorganic materials 0.000 abstract description 3
- 239000010959 steel Substances 0.000 abstract description 3
- 238000002474 experimental method Methods 0.000 abstract description 2
- 239000002002 slurry Substances 0.000 description 33
- 239000004615 ingredient Substances 0.000 description 7
- 238000007711 solidification Methods 0.000 description 3
- 230000008023 solidification Effects 0.000 description 3
- 238000009435 building construction Methods 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 230000001360 synchronised effect Effects 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 241000196324 Embryophyta Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000009916 joint effect Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 238000001179 sorption measurement Methods 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 230000001629 suppression Effects 0.000 description 1
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N33/00—Investigating or analysing materials by specific methods not covered by groups G01N1/00 - G01N31/00
- G01N33/38—Concrete; Lime; Mortar; Gypsum; Bricks; Ceramics; Glass
- G01N33/383—Concrete or cement
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- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Medicinal Chemistry (AREA)
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- Ceramic Engineering (AREA)
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- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention discloses a grouting construction simulation device for an assembled concrete structure, relates to the technical field of assembled concrete buildings, and aims to solve the problem that various factor errors are easy to occur in the construction process due to the fact that the existing assembled concrete structure lacks of preliminary experiment operation during grouting construction. Simulation platform's upper end is provided with and relies on the baffle, one side of relying on the baffle is provided with movable flat plate and pre-prepared feed box, pre-prepared feed box's top is provided with actuating machinery, movable flat plate's below is provided with connects the material pond, the inside that connects the material pond is provided with glass and surveys test panel, glass surveys test panel's upper end and is provided with a concrete injection section of thick bamboo, one side that connects the material pond is provided with the simulation construction pond, the inside in simulation construction pond is provided with concrete simulation wallboard, the inside of concrete simulation wallboard is provided with the steel sleeve pore, one side of concrete simulation wallboard is provided with the intensity and detects the frame.
Description
Technical Field
The invention relates to the technical field of prefabricated concrete buildings, in particular to a grouting construction simulation device for a prefabricated concrete structure.
Background
The prefabricated concrete building is a concrete structure type building designed and built in a field assembly mode by mainly using reinforced concrete prefabricated components produced in a factory as main components, the concrete prefabricated components are building components which are manufactured in a factory in advance by using concrete as a basic material and comprise beams, plates, columns, building decoration accessories and the like, generally common prefabricated concrete floor slabs, concrete box beams for bridges, prefabricated concrete roof beams for industrial plants, culvert frame structures, prefabricated concrete piles for foundation treatment and the like are adopted, and grouting construction is mostly the operation of chemical grouting and plugging of cracks, expansion joints, construction joints and structural joints of concrete engineering.
The existing fabricated concrete structure lacks of preliminary experimental operation during grouting construction, so that various factors are easy to generate mistakes in the construction process, the grouting construction efficiency of the fabricated concrete structure is influenced, and therefore the fabricated concrete structure grouting construction simulation device is provided.
Disclosure of Invention
The invention aims to provide a grouting construction simulation device for a fabricated concrete structure, which aims to solve the problem that various factors are easy to be wrong in the construction process due to the fact that the existing fabricated concrete structure proposed in the background technology lacks of preliminary experimental operation during grouting construction.
In order to achieve the purpose, the invention provides the following technical scheme: the utility model provides an assembled concrete structure grout construction analogue means, includes the simulation platform, the upper end of simulation platform is provided with and relies on the baffle, it is provided with movable flat board and pre-prepared bin to rely on one side of baffle, pre-prepared bin's top is provided with driving machine, the dull and stereotyped below of activity is provided with and connects the material pond, the inside that connects the material pond is provided with glass and surveys test panel, glass surveys test panel's upper end and is provided with concrete injection section of thick bamboo, one side that connects the material pond is provided with the simulation construction pond, the inside in simulation construction pond is provided with concrete simulation wallboard, concrete simulation wallboard's inside is provided with the steel sleeve pore, one side of concrete simulation wallboard is provided with the intensity and detects the frame, the front end in simulation construction pond is provided with the power cabinet, one side of power cabinet is provided with the grouter.
Preferably, the upper end that glass surveyed the board is provided with measures the scale, and measures scale and glass and survey test board viscose fixed connection, install the glass clamp splice on glass survey test board's the outer wall, the one end of glass clamp splice is provided with rearmounted bracket, and rearmounted bracket and glass clamp splice integrated into one piece set up, the glass clamp splice is connected with connecing the material pond laminating through rearmounted bracket.
Preferably, all be provided with the bearing frame on the both sides inner wall in material receiving pond, the both ends that glass surveyed the board all are provided with the stainless steel end plate, and the stainless steel end plate surveys the board integrated into one piece setting with glass, be provided with the connection pivot on the outer wall of stainless steel end plate, and connect pivot and stainless steel end plate integrated into one piece setting, glass surveys the board through connecting pivot and bearing frame swing joint.
Preferably, the top that a concrete injection section of thick bamboo is provided with the sprue, and the sprue sets up with a concrete injection section of thick bamboo integrated into one piece, the bottom that a concrete injection section of thick bamboo was provided with the contact chassis, and the contact chassis sets up with a concrete injection section of thick bamboo integrated into one piece, be provided with the diffusion passageway between sprue and the contact chassis, and diffusion passageway and sprue and contact chassis intercommunication set up.
Preferably, the inside of intensity detection frame is provided with the concrete test block and loads the groove, and the concrete test block loads the groove and detects frame integrated into one piece setting with intensity, the one end of intensity detection frame is provided with the screw thread cover seat, and screw thread cover seat and intensity detection frame integrated into one piece setting, the inside of screw thread cover seat is provided with drive screw.
Preferably, a pressure plate is arranged inside the concrete test block filling groove, one end of the transmission screw penetrates through the strength detection frame and is movably connected with the pressure plate through a bearing, and a movable handle is arranged at one end of the transmission screw and is integrally formed with the transmission screw.
Preferably, the outer wall of the supporting baffle is provided with two guide tracks, the guide tracks are welded with the supporting baffle, the lower end of the movable flat plate is provided with two self-locking sliding blocks, the self-locking sliding blocks and the movable flat plate are integrally formed, and the movable flat plate is movably connected with the guide tracks on the supporting baffle through the self-locking sliding blocks.
Preferably, the upper end of the movable flat plate is provided with a bearing support, the bearing support and the movable flat plate are integrally formed, the pre-batching box is fixedly installed on the movable flat plate through the bearing support, the driving machine is fixedly connected with the supporting baffle through a screw, and the output end of the driving machine is provided with a stirring shaft.
Preferably, the upper end of grouter is provided with containing bucket, and containing bucket and grouter integrated into one piece setting, install the grout hose on the delivery outlet of grouter, the grout shower nozzle is installed to the one end of grout hose, and the output and the grout shower nozzle thread sealing connection of grout hose and grouter.
Preferably, the grouter passes through supply socket and power cabinet electric connection, the simulation platform, rely on baffle, activity flat board, pre-prepared bin, simulation construction pond and intensity to detect the frame and be stainless steel.
Compared with the prior art, the invention has the beneficial effects that:
1. the invention carries out grouting simulation operation of the fabricated concrete reinforcing steel sleeve through the reinforcing steel sleeve pore passage in the concrete simulation wallboard, and can determine whether to use the concrete slurry for building construction of fabricated concrete according to the grouting condition of the concrete simulation wallboard after the grouting simulation operation is finished, thereby overcoming the problem that various factors are easy to be wrong in the construction process due to the lack of pre-experimental operation during grouting construction of the existing fabricated concrete structure.
2. Through pouring into concrete slurry into the inside concrete test block filling groove of intensity detection frame, reach the purpose of the synchronous thick liquids intensity test block of preparation, wait to be convenient for after the concrete slurry solidifies drive pressure plate suppression activity through rotating the activity to reach the purpose that detects concrete slurry solidification strength.
3. The concrete slurry is injected into the inside of the concrete injection cylinder through the grouting nozzle, the concrete slurry enters the diffusion channel from the injection port, and finally the concrete injection cylinder is pulled up, so that the concrete slurry is diffused around by taking the concrete injection cylinder as the center of a circle, and then the diffusion amplitude of the slurry is measured through the measuring scale, thereby the flowing amplitude of the slurry is obtained, and the foundation is laid for subsequent grouting work.
4. The method comprises the steps of pouring ingredients of concrete slurry into the interior of a pre-ingredient box, then pushing a movable flat plate to enable a stirring shaft to be inserted into the pre-ingredient box, then injecting a proper amount of water into the concrete slurry, and driving the stirring shaft to rotate the stirring material through a driving machine, so that the required concrete slurry is generated, and the purpose of pre-ingredient for a simulated construction device is achieved.
Drawings
FIG. 1 is a schematic view of the overall structure of the grouting construction simulation apparatus according to the present invention;
FIG. 2 is a schematic view of the concrete injection cylinder of the present invention;
FIG. 3 is a schematic view of the receiving chamber and the glass test board according to the present invention;
FIG. 4 is a schematic structural diagram of an intensity detection frame according to the present invention;
FIG. 5 is a schematic view of the connection structure of the movable plate and the supporting baffle plate of the present invention;
in the figure: 1. a simulation platform; 2. a depending baffle; 3. a receiving tank; 4. a glass test plate; 5. a concrete injection cylinder; 6. a movable plate; 7. a bearing support; 8. pre-preparing a material box; 9. a stirring shaft; 10. a drive mechanism; 11. a power supply cabinet; 12. grouting machine; 13. a material containing barrel; 14. grouting a hose; 15. grouting nozzles; 16. simulating a construction pool; 17. an intensity detection frame; 18. concrete simulation wall panels; 19. a steel bar sleeve hole channel; 20. a material injection port; 21. a diffusion channel; 22. contacting the chassis; 23. a glass clamping block; 24. a stainless steel end plate; 25. measuring a scale; 26. connecting the rotating shaft; 27. a bearing seat; 28. a handle; 29. a rear bracket; 30. a magnetic block; 31. filling a groove with a concrete test block; 32. a pressure plate; 33. a threaded sleeve seat; 34. a drive screw; 35. a movable handle; 36. a guide rail; 37. a limit baffle; 38. self-locking type sliding blocks.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments.
Referring to fig. 1-5, an embodiment of the present invention is shown: a fabricated concrete structure grouting construction simulation device comprises a simulation platform 1, a supporting baffle plate 2 is arranged at the upper end of the simulation platform 1, a movable flat plate 6 and a pre-batching box 8 are arranged on one side of the supporting baffle plate 2, a driving machine 10 is arranged above the pre-batching box 8, a receiving pool 3 is arranged below the movable flat plate 6, a glass test plate 4 is arranged inside the receiving pool 3, a concrete injection cylinder 5 is arranged at the upper end of the glass test plate 4, a simulation construction pool 16 is arranged on one side of the receiving pool 3, the simulation construction pool 16 plays a role of dividing a frame for simulation construction, a concrete simulation wallboard 18 is arranged inside the simulation construction pool 16, a reinforced sleeve pore passage 19 is arranged inside the concrete simulation wallboard 18, a strength detection frame 17 is arranged on one side of the concrete simulation wallboard 18, a power supply cabinet 11 is arranged at the front end of the simulation construction pool 16, a grouting machine 12 is arranged on one side of the power supply cabinet 11, the grouter 12 functions to assist the grouting operation.
Further, the upper end of the glass test board 4 is provided with a measuring scale 25, and the measuring scale 25 is fixedly connected with the glass test board 4, a glass clamping block 23 is installed on the outer wall of the glass test board 4, one end of the glass clamping block 23 is provided with a rear bracket 29, the rear bracket 29 and the glass clamping block 23 are integrally formed, a magnetic suction block 30 is arranged inside the rear bracket 29, the rear bracket 29 is connected with the material receiving pool 3 in an adsorption manner through the magnetic suction block 30, the glass clamping block 23 is connected with the material receiving pool 3 in an attaching manner through the rear bracket 29, a handle 28 is arranged at the upper end of the rear bracket 29 and plays a role in conveniently operating the glass clamping block 23, the measuring scale 25 arranged at the upper end of the glass test board 4 plays a role in measuring the flowing diffusion amplitude of concrete, the glass clamping block 23 installed on the outer wall of the glass test board 4 plays a role in clamping and positioning the glass test board 4, the rear bracket 29 arranged at one end of the glass clamping block 23 plays a role in conveniently connecting the glass clamping block 23 with the material receiving pool 3.
Further, all be provided with bearing frame 27 on connecing the both sides inner wall of material pond 3, the both ends that glass surveyed board 4 all are provided with stainless steel end plate 24, and stainless steel end plate 24 surveys the board 4 integrated into one piece setting with glass, be provided with on stainless steel end plate 24's the outer wall and connect pivot 26, and connect pivot 26 and stainless steel end plate 24 integrated into one piece setting, glass surveys board 4 through connecting pivot 26 and bearing frame 27 swing joint, the bearing frame 27 that all sets up on connecing the both sides inner wall of material pond 3 plays auxiliary connection pivot 26 and connects the pivoted effect, the connection pivot 26 that sets up on stainless steel end plate 24's the outer wall plays the effect of being convenient for glass to survey board 4 upsets.
Further, the top that a concrete pours into a section of thick bamboo 5 into is provided with sprue 20, and sprue 20 and a concrete pours into a 5 integrated into one piece setting into with, the bottom that a concrete pours into a 5 is provided with contact chassis 22, and contact chassis 22 and a concrete pours into a 5 integrated into one piece setting into, be provided with diffusion channel 21 between sprue 20 and the contact chassis 22, and diffusion channel 21 and sprue 20 and contact chassis 22 intercommunication setting, the sprue 20 of a concrete pours into a 5 top setting into and plays the effect of being convenient for pour into the concrete slurry into, the diffusion channel 21 that sets up between sprue 20 and the contact chassis 22 plays the effect of being convenient for a concrete pours into a 5 diffusion trickling concrete slurry into.
Further, the inside of intensity detection frame 17 is provided with the concrete test block and loads groove 31, and the concrete test block loads groove 31 and intensity detection frame 17 integrated into one piece setting, the one end of intensity detection frame 17 is provided with screw sleeve seat 33, and screw sleeve seat 33 sets up with intensity detection frame 17 integrated into one piece, the inside of screw sleeve seat 33 is provided with drive screw 34, the concrete test block that the inside of intensity detection frame 17 set up loads groove 31 plays the effect of loading thick liquids test concrete caking intensity, screw sleeve seat 33 that the one end of intensity detection frame 17 set up plays supplementary drive screw 34 and intensity detection frame 17 screw thread swing joint's effect.
Further, a pressure plate 32 is arranged inside the concrete test block filling groove 31, one end of the transmission screw 34 penetrates through the strength detection frame 17 and is movably connected with the pressure plate 32 through a bearing, a movable handle 35 is arranged at one end of the transmission screw 34, the movable handle 35 and the transmission screw 34 are integrally formed, the pressure plate 32 arranged inside the concrete test block filling groove 31 plays a role in pushing a concrete slurry test block under pressure, and the movable handle 35 arranged at one end of the transmission screw 34 plays a role in facilitating rotation of the transmission screw 34.
Furthermore, two guide rails 36 are arranged on the outer wall of the supporting baffle 2, the guide rails 36 are welded with the supporting baffle 2, two self-locking sliders 38 are arranged at the lower end of the movable flat plate 6, a limiting baffle 37 is arranged at the tail end of each self-locking slider 38, each self-locking slider 38 and the corresponding movable flat plate 6 are integrally formed, the movable flat plate 6 is movably connected with the guide rails 36 on the supporting baffle 2 through the self-locking sliders 38, the two guide rails 36 arranged on the outer wall of the supporting baffle 2 play a role in facilitating the guide movable connection between the movable flat plate 6 and the supporting baffle 2, and the two self-locking sliders 38 arranged at the lower end of the movable flat plate 6 play a role in assisting the movable start and stop of the movable flat plate 6.
Further, the upper end of the movable flat plate 6 is provided with a bearing support 7, the bearing support 7 and the movable flat plate 6 are integrally formed, the pre-batching box 8 is fixedly installed on the movable flat plate 6 through the bearing support 7, the driving machine 10 is fixedly connected with the supporting baffle 2 through a screw, the output end of the driving machine 10 is provided with a stirring shaft 9, the bearing support 7 arranged at the upper end of the movable flat plate 6 plays a role in supporting the pre-batching box 8, and the stirring shaft 9 arranged at the output end of the driving machine 10 plays a role in stirring concrete slurry.
Further, the upper end of grouter 12 is provided with containing bucket 13, and containing bucket 13 sets up with grouter 12 integrated into one piece, install grout hose 14 on the delivery outlet of grouter 12, grout nozzle 15 is installed to grout hose 14's one end, and grout hose 14 and grouter 12's output and grout nozzle 15 screw thread sealing connection, containing bucket 13 that the upper end of grouter 12 set up plays the effect that holds concrete slurry, grout nozzle 15 of the one end installation of grout hose 14 plays the effect of blowout concrete slurry.
Further, grouter 12 passes through supply socket and power cabinet 11 electric connection, and simulation platform 1, support baffle 2, activity flat 6, pre-prepared bin 8, simulation construction pond 16 and intensity detect frame 17 are stainless steel.
The working principle is as follows: when the device is used, ingredients of concrete slurry are poured into the interior of the pre-ingredient box 8, then the movable flat plate 6 is pushed to enable the stirring shaft 9 to be inserted into the pre-ingredient box 8, then a proper amount of water is injected into the concrete slurry, the stirring shaft 9 is driven to rotate through the driving machine 10 to stir the concrete, so that the required concrete slurry is generated, then the concrete slurry is injected into the material containing barrel 13 at the upper end of the grouting machine 12, then the grouting machine 12 is started through an external power supply, a part of the concrete slurry is injected into the interior of the concrete injection barrel 5 through the grouting spray head 15, the concrete slurry enters the interior of the diffusion channel 21 from the injection port 20, finally the concrete injection barrel 5 is pulled up, so that the concrete slurry flows and diffuses around by taking the concrete injection barrel 5 as the center of the circle, then the diffusion amplitude of the slurry is measured through the measuring scale 25, so that the flow amplitude of the slurry is obtained, and then the concrete slurry is injected into the concrete block groove 31 in the interior of the strength detection frame 17 to be filled, the purpose of manufacturing the synchronous slurry strength test block is achieved, the pressure plate 32 is driven to move in a pressing mode through the rotating handle 35 after the concrete slurry is solidified, the purpose of detecting the solidification strength of the concrete slurry is achieved, after the flowing diffusion amplitude and the solidification strength of the concrete slurry are detected, workers can conduct grouting simulation operation on the fabricated concrete reinforcing steel sleeve through the reinforcing steel sleeve hole 19 in the concrete simulation wallboard 18, whether building construction of fabricated concrete is conducted by using the concrete slurry can be determined according to the grouting condition of the concrete simulation wallboard 18 after the grouting simulation operation is completed, the problem that various factor errors are prone to occur in the construction process is solved through the experiment operation in advance, and the using work of the fabricated concrete structure construction simulation device is completed.
It will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or essential attributes thereof. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Claims (10)
1. The utility model provides an assembly type concrete structure grouting construction analogue means, includes simulation platform (1), its characterized in that: the simulation platform is characterized in that a supporting baffle (2) is arranged at the upper end of the simulation platform (1), a movable flat plate (6) and a pre-distribution box (8) are arranged on one side of the supporting baffle (2), a driving machine (10) is arranged above the pre-distribution box (8), a receiving pool (3) is arranged below the movable flat plate (6), a glass test plate (4) is arranged inside the receiving pool (3), a concrete injection cylinder (5) is arranged at the upper end of the glass test plate (4), a simulation construction pool (16) is arranged on one side of the receiving pool (3), a concrete simulation wallboard (18) is arranged inside the simulation construction pool (16), a reinforcing steel bar sleeve hole passage (19) is arranged inside the concrete simulation wallboard (18), a strength detection frame (17) is arranged on one side of the concrete simulation wallboard (18), and a power supply cabinet (11) is arranged at the front end of the simulation construction pool (16), and a grouter (12) is arranged on one side of the power supply cabinet (11).
2. The fabricated concrete structure grouting construction simulation device of claim 1, wherein: glass surveys the upper end of surveying test panel (4) and is provided with and measures scale (25), and measures scale (25) and survey test panel (4) viscose fixed connection, install glass clamp splice (23) on the outer wall that glass surveyed test panel (4), the one end of glass clamp splice (23) is provided with rearmounted bracket (29), and rearmounted bracket (29) and glass clamp splice (23) integrated into one piece setting, glass clamp splice (23) through rearmounted bracket (29) with connect material pond (3) laminating to be connected.
3. The fabricated concrete structure grouting construction simulation device of claim 2, wherein: all be provided with bearing frame (27) on the both sides inner wall that connects material pond (3), the both ends that glass surveyed board (4) all are provided with stainless steel end plate (24), and stainless steel end plate (24) survey board (4) integrated into one piece setting with glass, be provided with on the outer wall of stainless steel end plate (24) and connect pivot (26), and connect pivot (26) and stainless steel end plate (24) integrated into one piece setting, glass surveys board (4) through connecting pivot (26) and bearing frame (27) swing joint.
4. The fabricated concrete structure grouting construction simulation device of claim 1, wherein: the top that a concrete injection section of thick bamboo (5) was filled into is provided with sprue (20), and sprue (20) and a concrete injection section of thick bamboo (5) integrated into one piece setting, the bottom that a concrete injection section of thick bamboo (5) was filled into is provided with contact chassis (22), and contact chassis (22) and concrete injection section of thick bamboo (5) integrated into one piece setting, be provided with diffusion passageway (21) between sprue (20) and contact chassis (22), and diffusion passageway (21) and sprue (20) and contact chassis (22) intercommunication setting.
5. The fabricated concrete structure grouting construction simulation device of claim 1, wherein: the inside of intensity detection frame (17) is provided with concrete test block filling groove (31), and concrete test block filling groove (31) and intensity detection frame (17) integrated into one piece set up, the one end that intensity detected frame (17) is provided with screw thread cover seat (33), and screw thread cover seat (33) and intensity detection frame (17) integrated into one piece set up, the inside of screw thread cover seat (33) is provided with drive screw (34).
6. The fabricated concrete structure grouting construction simulation device of claim 5, wherein: the concrete test block filling groove (31) is internally provided with a pressure plate (32), one end of a transmission screw rod (34) penetrates through the strength detection frame (17) and is movably connected with the pressure plate (32) through a bearing, one end of the transmission screw rod (34) is provided with a movable handle (35), and the movable handle (35) and the transmission screw rod (34) are integrally formed.
7. The fabricated concrete structure grouting construction simulation device of claim 1, wherein: the supporting baffle plate is characterized in that two guide rails (36) are arranged on the outer wall of the supporting baffle plate (2), the guide rails (36) are welded with the supporting baffle plate (2), two self-locking sliding blocks (38) are arranged at the lower end of the movable flat plate (6), the self-locking sliding blocks (38) and the movable flat plate (6) are integrally formed, and the movable flat plate (6) is movably connected with the guide rails (36) on the supporting baffle plate (2) through the self-locking sliding blocks (38).
8. The fabricated concrete structure grouting construction simulation device of claim 1, wherein: the upper end of activity flat board (6) is provided with bears support (7), and bears support (7) and activity flat board (6) integrated into one piece setting, pre-prepared bin (8) are through bearing support (7) and activity flat board (6) fixed mounting, driving machine (10) are through screw and support baffle (2) fixed connection, be provided with stirring shaft (9) on the output of driving machine (10).
9. The fabricated concrete structure grouting construction simulation device of claim 1, wherein: the upper end of grouter (12) is provided with storage bucket (13), and storage bucket (13) and grouter (12) integrated into one piece set up, install grout hose (14) on the delivery outlet of grouter (12), grout shower nozzle (15) are installed to the one end of grout hose (14), and the output of grout hose (14) and grouter (12) and grout shower nozzle (15) thread sealing connection.
10. The fabricated concrete structure grouting construction simulation device of claim 1, wherein: grouter (12) are through supply socket and power cabinet (11) electric connection, simulation platform (1), rely on baffle (2), activity flat board (6), pre-prepared box (8), simulation construction pond (16) and intensity to detect frame (17) and be stainless steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110552702.0A CN113358856A (en) | 2021-05-20 | 2021-05-20 | Assembled concrete structure grouting construction analogue means |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110552702.0A CN113358856A (en) | 2021-05-20 | 2021-05-20 | Assembled concrete structure grouting construction analogue means |
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| CN113358856A true CN113358856A (en) | 2021-09-07 |
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| CN202110552702.0A Pending CN113358856A (en) | 2021-05-20 | 2021-05-20 | Assembled concrete structure grouting construction analogue means |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114859026A (en) * | 2022-04-19 | 2022-08-05 | 安徽省新路建设工程集团有限责任公司 | Prestressed grouting experiment system and method |
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Application publication date: 20210907 |