CN204613069U - Road surface material permeability test system under multi-field coupling condition - Google Patents
Road surface material permeability test system under multi-field coupling condition Download PDFInfo
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- CN204613069U CN204613069U CN201520268743.7U CN201520268743U CN204613069U CN 204613069 U CN204613069 U CN 204613069U CN 201520268743 U CN201520268743 U CN 201520268743U CN 204613069 U CN204613069 U CN 204613069U
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Abstract
The utility model discloses a road surface material permeability test system under many field coupling conditions, including water supply installation, have pressure gas control device, CT scanning loading subassembly and be used for simulating many field coupling effect's of water, load pressure, damage many field coupling analogue means, water supply installation with have pressure gas control device to be connected with many field coupling analogue means respectively, CT scanning loading subassembly be equipped with many field coupling analogue means complex connects. The road surface material permeability testing system under the multi-field coupling condition is convenient to operate, simple in structure, small in size and capable of truly simulating the multi-field coupling effect of water, load stress and damage.
Description
Technical field
The utility model relates to ground surface material testing permeability technical field, particularly relates to ground surface material testing permeability system under a kind of multi-scenarios method condition.
Background technology
The Moisture Damage on road surface is because the acting in conjunction of vehicular load and water causes mostly.Road surface is under Vehicle Load, and the space of ground surface material inside can gradually by densification, and perviousness diminishes.Along with the continuous effect of load, there is fatigue crack in road surface, under hot-short travels, in road surface, water produces powerful flowing pressure, and under this powerful transient pressure, water can penetrate into road surface quickly, get through portion void simultaneously, the permeance property on road surface is strengthened further.The further effect of vehicular load makes pavement damage crackle constantly expand, and permeance property is more and more large, finally destroys under water-He-damage multi-scenarios method effect.Therefore the permeance property of ground surface material is the process of a dynamic change.
Current China does not have the standard method of test of ground surface material infiltration coefficient, and U.S. ASTM standard is used for reference in the test of compound infiltration coefficient, and ASTM PS129-01 defines the method for testing of asphalt infiltration coefficient.ASTM standard is without side direction water creep appearance, is allow the water permeation in graduated cylinder satisfy bituminous grout compound record reaches the time interval presetting head fall position, then calculates the infiltration coefficient of asphalt with Darcy's law without the ultimate principle of side direction water creep appearance.
Gao Junqi is the dynamic permeance property of research road surface under action of traffic loading, devises dynamic permeability test measuring system.This system is by applying the permeance property that dynamic pressure water carrys out test material to test specimen.The Nanjing Aero-Space University Jiang Ze people adopt self-control pavement seepage instrument to utilize Darcy's law to measure the water percolating capacity of bitumen mixture specimen under different water pressure in the unit interval.This system is by being applied with the permeance property that setting-out carrys out test material to test specimen.Chongqing Jiaotong University Li Rong utilizes the falling head permeameter of development and osmosis instrument to test the infiltration coefficient of SMA and AC test specimen.Chang An University Zheng cotton rose, according to constant head permeability test principle, is considered the factors such as sidewall seepage, sleeve dimensions and piezometric tube position, develops simple and practical constant head cellular concrete permeameter.These two kinds of infiltration experiment devices are all reequip on the basis of the permeability experimental facility of soil.Above ground surface material infiltration experiment device is only have detected the permeance property of test specimen after completing, and can not detect the permeance property of ground surface material dynamic realtime change under water, load stress, the effect of damage multi-scenarios method.
Utility model content
The technical problems to be solved in the utility model overcomes the deficiencies in the prior art, provide a kind of easy to operate, structure is simple, volume is little, can real simulation water, load stress, the effect of damage multi-scenarios method multi-scenarios method condition under ground surface material testing permeability system.
For solving the problems of the technologies described above, the technical scheme that the utility model proposes is:
Ground surface material testing permeability system under a kind of multi-scenarios method condition, comprise water supply installation, have member control apparatus of calming the anger, CT scan charging assembly and the multi-scenarios method analogue means for Simulated Water, load pressure, the effect of damage multi-scenarios method, described water supply installation is connected with multi-scenarios method analogue means respectively with member control apparatus of calming the anger, and described CT scan charging assembly is provided with the joint coordinated with described multi-scenarios method analogue means.
Further improvement as technique scheme:
Described multi-scenarios method analogue means comprises water permeating board, fatigue loading device connects pressure head, load pressure head, organic glass cylinder, top seal assembly, lower sealing assemblies, support tray, rubber bag tank, charge for remittance funnel and soakaway trench, described top seal assembly and lower sealing assemblies are divided into the upper and lower two ends of organic glass cylinder, described support tray is supported in below lower sealing assemblies, described loading pressure head upper end is connected pressure head and connects with fatigue loading device, lower end extends in organic glass cylinder through top seal assembly, described charge for remittance funnel to be located in organic glass cylinder and to be supported on lower sealing assemblies, described soakaway trench upper end is connected with charge for remittance funnel, outside lower end extends to through lower sealing assemblies and support tray, described rubber bag tank is located in organic glass cylinder, and two ends are encapsulated in outside loading pressure head and charge for remittance funnel, described loading pressure head lower end and charge for remittance funnel upper end arrange a water permeating board respectively, described rubber bag tank and water permeating board enclose test specimen installation portion, described water supply installation is communicated to the water permeating board loading pressure head lower end through the inlet opening loaded on pressure head, described have member control apparatus of calming the anger to be communicated to confined pressure chamber between rubber bag tank and organic glass cylinder through the air admission hole of top seal assembly, described CT scan charging assembly is provided with the joint coordinated with described loading pressure head.
Described top seal assembly comprises enclosing cover and inward upper cover, described inward upper cover press seal is in organic glass cylinder upper end, described upper enclosing cover is pressed in inward upper cover upper end, taper fit portion is provided with in the middle part of described upper enclosing cover and inward upper cover, described lower sealing assemblies comprises lower enclosing cover and lower inner cap, described lower inner cap press seal is in organic glass cylinder lower end, described lower enclosing cover is pressed in lower inner cap upper end, taper fit portion is provided with in the middle part of described lower enclosing cover and lower inner cap, the taper fit portion of press seal between upper enclosing cover and inward upper cover, described rubber bag tank upper end, the taper fit portion of lower end press seal between lower enclosing cover and lower inner cap.
Be evenly arranged multiple screw rod fastening assembly outside described organic glass cylinder, described screw rod fastening assembly lower end is fastenedly connected lower enclosing cover and lower inner cap, and upper end is fastenedly connected upper enclosing cover and inward upper cover.
Described loading pressure head lower end is provided with the taper collect cavity coordinated with water permeating board.
Removable height regulating ring is provided with between described charge for remittance funnel and lower sealing assemblies.
Described CT scan charging assembly comprises casting die, piece under pressure and is connected with the pressure transducer of digital display equipment; described piece under pressure lower end is provided with and the projection loading pressure head and coordinate; described pressure transducer is pressed between casting die and piece under pressure; described pressure transducer upper end is provided with sensing pressure head; described upper casting die lower end is provided with the groove coordinated with sensing pressure head; rubber protection pad is provided with in described groove; described piece under pressure upper end is provided with for the location and installation groove to pressure transducer circumference location, and described pressure transducer is installed in described location and installation groove.
Described upper casting die also comprises screw pressurizing assembly, described screw pressurizing assembly comprises pressurization screw rod, described pressurization screw rod upper end is passed upper casting die and is equiped with the pressurizing nut can exerted pressure to upper casting die downwards, and described pressurization screw rod lower end is equiped with the attaching nut for connecting screw rod fastening assembly.
Described water supply installation comprise pressure water supply case, gas deflation assembly, water inlet component, outlet component, for providing the air intake assembly of pressure water supply case internal pressure gas and the tensimeter for showing pressure water supply case internal pressure, described pressure water supply case comprises a seal chamber, and described air intake assembly is communicated with seal chamber, described tensimeter is located on described pressure water supply case, described air intake assembly comprises admission line and is located at the air inlet ball valve on described admission line, the top of pressure water supply case is located at by described admission line, and be communicated with pressure water supply case, described gas deflation assembly comprises gas exhaust duct and is located at the venting ball valve on described gas exhaust duct, the top of pressure water supply case is located at by described gas exhaust duct, and be communicated with pressure water supply case, described water inlet component comprises inlet channel and water intake ball valve, described inlet channel is communicated with pressure water supply case, described water intake ball valve is located on described inlet channel, described outlet component comprises outlet conduit, water outlet ball valve and the liquid flowmeter for detecting discharge, described outlet conduit is communicated with bottom pressure water supply case by ready-packaged joint, described water outlet ball valve and liquid flowmeter are all located on described outlet conduit, and described outlet conduit is communicated with the inlet opening loaded on pressure head.
Described member control apparatus of calming the anger comprises tracheal pressure, described tracheal pressure one end is connected with pressure gas source, the other end is communicated with the air admission hole of top seal assembly, and described tracheal pressure is provided with rain glass, vent valve and retaining valve from pressure gas source successively to air inlet nose end.
Compared with prior art, the utility model has the advantage of:
Ground surface material testing permeability system under multi-scenarios method condition of the present utility model, by water supply installation, calm the anger member control apparatus and multi-scenarios method analogue means can Simulated Water, load pressure, the effects of damage multi-scenarios method really, the infiltrative dynamic realtime change of true reflection ground surface material, coordinated by the docking of CT scan charging assembly with multi-scenarios method analogue means, ground surface material perviousness can be detected in real time, support more accurately for ground surface material penetration study provides.Multi-scenarios method analogue means structure is simple, volume is little, be convenient to put environment temperature case into, by regulating and controlling environment temperature, water, load pressure, the damage multi-scenarios method at condition of different temperatures Imitating ground surface material can be realized, make simulated environment more close to true environment, improve the accuracy of measurement result further.
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model under multi-scenarios method emulation mode.
Fig. 2 is the structural representation of the utility model under CT scan state.
In figure, each label represents:
1, multi-scenarios method analogue means; 10, water permeating board; 11, fatigue loading device connects pressure head; 12, pressure head is loaded; 121, taper collect cavity; 13, organic glass cylinder; 131, screw rod fastening assembly; 14, top seal assembly; 141, upper enclosing cover; 142, inward upper cover; 15, lower sealing assemblies; 151, lower enclosing cover; 152, lower inner cap; 16, support tray; 17, rubber bag tank; 18, charge for remittance funnel; 181, height regulating ring; 19, soakaway trench; 2, water supply installation; 21, pressure water supply case; 22, tensimeter; 23, air intake assembly; 231, admission line; 232, air inlet ball valve; 24, gas deflation assembly; 241, gas exhaust duct; 242, venting ball valve; 25, water inlet component; 251, inlet channel; 252, water intake ball valve; 26, outlet component; 261, outlet conduit; 262, water outlet ball valve; 263, liquid flowmeter; 264, ready-packaged joint; 3, to calm the anger member control apparatus; 31, tracheal pressure; 32, rain glass; 33, vent valve; 34, retaining valve; 4, CT scan charging assembly; 41, upper casting die; 411, groove; 412, rubber protection pad; 413, pressurize screw rod; 414, pressurizing nut; 415, attaching nut; 42, piece under pressure; 421, location and installation groove; 43, pressure transducer; 431, sensing pressure head.
Embodiment
Under will be described in further details the utility model in conjunction with Figure of description and specific embodiment.
As depicted in figs. 1 and 2, ground surface material testing permeability system under the multi-scenarios method condition of the present embodiment, comprise water supply installation 2, have member control apparatus 3 of calming the anger, CT scan charging assembly 4 and the multi-scenarios method analogue means 1 for Simulated Water, load pressure, the effect of damage multi-scenarios method, water supply installation 2 is connected with multi-scenarios method analogue means 1 respectively with member control apparatus 3 of calming the anger, and CT scan charging assembly 4 is provided with the joint coordinated with multi-scenarios method analogue means 1.Ground surface material testing permeability system under multi-scenarios method condition of the present utility model, by water supply installation 2, calm the anger member control apparatus 3 and multi-scenarios method analogue means 1 can Simulated Water, load pressure, the effects of damage multi-scenarios method really, the fatigue breakdown of true reflection ground surface material and the change of infiltrative dynamic realtime, coordinated by the docking of CT scan charging assembly 4 with multi-scenarios method analogue means 1, ground surface material perviousness can be detected in real time, support more accurately for ground surface material penetration study provides.
In the present embodiment, multi-scenarios method analogue means 1 comprises water permeating board 10, fatigue loading device connects pressure head 11, load pressure head 12, organic glass cylinder 13, top seal assembly 14, lower sealing assemblies 15, support tray 16, rubber bag tank 17, charge for remittance funnel 18 and soakaway trench 19.Top seal assembly 14 and lower sealing assemblies 15 are divided into organic glass cylinder about 13 two ends, support tray 16 is supported in below lower sealing assemblies 15, loading pressure head 12 upper end is connected pressure head 11 and connects with fatigue loading device, lower end extends in organic glass cylinder 13 through top seal assembly 14; Charge for remittance funnel 18 to be located in organic glass cylinder 13 and to be supported on lower sealing assemblies 15, removable height regulating ring 181 is provided with between charge for remittance funnel 18 and lower sealing assemblies 15, by changing the height regulating ring 181 of differing heights, can realize detecting the test specimen of differing heights; Soakaway trench 19 upper end is connected with charge for remittance funnel 18, outside lower end extends to through lower sealing assemblies 15 and support tray 16; Rubber bag tank 17 is located in organic glass cylinder 13, and two ends are encapsulated in loading pressure head 12 with outside charge for remittance funnel 18, and loading pressure head 12 lower end and charge for remittance funnel 18 upper end arrange a water permeating board 10 respectively, and rubber bag tank 17 and water permeating board 10 enclose test specimen installation portion; Load pressure head 12 lower end and be provided with the taper collect cavity 121 coordinated with water permeating board 10, improve emission uniformity; Water supply installation 2 is communicated to the water permeating board 10 loading pressure head 12 lower end through the inlet opening loaded on pressure head 12; Member control apparatus 3 of calming the anger is had to be communicated to confined pressure chamber between rubber bag tank 17 and organic glass cylinder 13 through the air admission hole of top seal assembly 14; CT scan charging assembly 4 is provided with and the joint loading pressure head 12 and coordinate.This multi-scenarios method analogue means structure is simple, volume is little, be convenient to put environment temperature case into, by regulating and controlling environment temperature, water, load pressure, the damage multi-scenarios method at condition of different temperatures Imitating ground surface material can be realized, make simulated environment more close to true environment, improve the accuracy of measurement result further.
In the present embodiment, top seal assembly 14 comprises enclosing cover 141 and inward upper cover 142, inward upper cover 142 press seal is in organic glass cylinder 13 upper end, upper enclosing cover 141 is pressed in inward upper cover 142 upper end, taper fit portion is provided with in the middle part of upper enclosing cover 141 and inward upper cover 142, lower sealing assemblies 15 comprises lower enclosing cover 151 and lower inner cap 152, lower inner cap 152 press seal is in organic glass cylinder 13 lower end, lower enclosing cover 151 is pressed in lower inner cap 152 upper end, taper fit portion is provided with in the middle part of lower enclosing cover 151 and lower inner cap 152, the taper fit portion of press seal between upper enclosing cover 141 and inward upper cover 142, rubber bag tank 17 upper end, the taper fit portion of lower end press seal between lower enclosing cover 151 and lower inner cap 152, prevent rubber bag tank 17 from bouncing back, test specimen is fixed by autogenous shrinkage power by rubber bag tank 17, when member control apparatus 3 of calming the anger pressurizes to confined pressure chamber, the pressure in confined pressure chamber is passed to test specimen by rubber bag tank 17, realize the confined pressure simulation of test specimen, in taper fit, portion is provided with hook formation, for end that is fixing before sealing installation and tensioning rubber bag tank 17, rubber bag tank 17 end is evenly distributed, ensures the sealing effectiveness after taper fit portion compression rubber bag tank 17 further.
In the present embodiment, multiple screw rod fastening assembly 131 has been evenly arranged outside organic glass cylinder 13, screw rod fastening assembly 131 lower end is fastenedly connected lower enclosing cover 151 and lower inner cap 152, upper end is fastenedly connected upper enclosing cover 141 and inward upper cover 142, strengthened the rigidity of whole multi-scenarios method analogue means 1 by screw rod fastening assembly 131, reduce apparatus factor to the harmful effect of measurement result.
In the present embodiment, CT scan charging assembly 4 comprises casting die 41, piece under pressure 42 and the pressure transducer 43 being connected with digital display equipment, piece under pressure 42 lower end is provided with and the projection loading pressure head 12 and coordinate, pressure transducer 43 is pressed between casting die 41 and piece under pressure 42, pressure transducer 43 upper end is provided with sensing pressure head 431, upper casting die 41 lower end is provided with the groove 411 coordinated with sensing pressure head 431, rubber protection pad 412 is provided with in groove 411, piece under pressure 42 upper end is provided with for the location and installation groove 421 to pressure transducer 43 circumference location, pressure transducer 43 is installed in location and installation groove 421.Upper casting die 41 also comprises screw pressurizing assembly, screw pressurizing assembly comprises pressurization screw rod 413, pressurization screw rod 413 upper end is passed upper casting die 41 and is equiped with the pressurizing nut 414 can exerted pressure to upper casting die 41 downwards, and pressurization screw rod 413 lower end is equiped with the attaching nut 415 for connecting screw rod fastening assembly 131.Pressure directly loads on loading pressure head 12 by upper piece under pressure by pressurizing nut 414, pressure transducer 43 detection display loaded load numerical value, the CT scan of test specimen can be realized when its load value is identical with the former load value of ground surface material testing permeability system, it is easy to operate, structure is simple, ensure that test specimen carries out CT real time scan when suffered external force condition (test specimen stress and corresponding boundary condition) is constant, achieve the Real-time Obtaining of the microscopic structural parameters of material for test inside, test findings accurately and reliably.When test specimen process, reflective marker can being carried out to the cross section place needed for CT scan, so that when carrying out CT real time scan, measuring the height that test specimen respectively marks section, with each mark section guiding CT scan accurately to detect test specimen by laser elevation chi.
In the present embodiment, water supply installation 2 comprise pressure water supply case 21, gas deflation assembly 24, water inlet component 25, outlet component 26, for providing the air intake assembly 23 of pressure water supply case 21 internal pressure gas and the tensimeter 22 for showing pressure water supply case 21 internal pressure, pressure water supply case 21 comprises a seal chamber, and air intake assembly 23 is communicated with seal chamber, tensimeter 22 is located on pressure water supply case 21, air intake assembly 23 comprises admission line 231 and is located at the air inlet ball valve 232 on admission line 231, the top of pressure water supply case 21 is located at by admission line 231, and be communicated with pressure water supply case 21, gas deflation assembly 24 comprises gas exhaust duct 241 and is located at the venting ball valve 242 on gas exhaust duct 241, the top of pressure water supply case 21 is located at by gas exhaust duct 241, and be communicated with pressure water supply case 21, water inlet component 25 comprises inlet channel 251 and water intake ball valve 252, inlet channel 251 is communicated with pressure water supply case 21, water intake ball valve 252 is located on inlet channel 251, outlet component 26 comprises outlet conduit 261, water outlet ball valve 262 and the liquid flowmeter 263 for detecting discharge, outlet conduit 261 is communicated with bottom pressure water supply case 21 by ready-packaged joint 264, water outlet ball valve 262 and liquid flowmeter 263 are all located on outlet conduit 261, and outlet conduit 261 is communicated with the inlet opening loaded on pressure head 12.This water supply installation 2 energy make-up water source in real time, for test provides constant head and varying head; When air intake assembly 23 cancels voltage supply, casing still can maintain original pressure, and to avoid when pressure is cancelled stress-free situation in case, have constant initial head when ensure that varying head is tested in case, effectively realize the permeability test of varying head, structure is simple, easy to operate; Meanwhile, adopt tensimeter 22 can carry out pin-point reading to the hydraulic pressure in process of the test, guarantee the accuracy tested.
In the present embodiment, member control apparatus 3 of calming the anger comprises tracheal pressure 31, tracheal pressure 31 one end is connected with pressure gas source, the other end is communicated with the air admission hole of top seal assembly 14, tracheal pressure 31 is provided with rain glass 32, vent valve 33 and retaining valve 34 from pressure gas source successively to air inlet nose end, the working pressure of retaining valve 34 is the required confined pressure size of test, keeps constant pressure, guarantee the accuracy tested after being convenient to the pressurization of confined pressure chamber in process of the test.
Although the utility model discloses as above with preferred embodiment, but and be not used to limit the utility model.Any those of ordinary skill in the art, when not departing from technical solutions of the utility model scope, the technology contents of above-mentioned announcement all can be utilized to make many possible variations and modification to technical solutions of the utility model, or be revised as the Equivalent embodiments of equivalent variations.Therefore, every content not departing from technical solutions of the utility model, according to the utility model technical spirit to any simple modification made for any of the above embodiments, equivalent variations and modification, all should drop in the scope of technical solutions of the utility model protection.
Claims (10)
1. ground surface material testing permeability system under a multi-scenarios method condition, it is characterized in that: comprise water supply installation (2), have member control apparatus of calming the anger (3), CT scan charging assembly (4) and the multi-scenarios method analogue means (1) for Simulated Water, load pressure, the effect of damage multi-scenarios method, described water supply installation (2) is connected with multi-scenarios method analogue means (1) respectively with member control apparatus of calming the anger (3), and described CT scan charging assembly (4) is provided with the joint coordinated with described multi-scenarios method analogue means (1).
2. ground surface material testing permeability system under multi-scenarios method condition according to claim 1, it is characterized in that: described multi-scenarios method analogue means (1) comprises water permeating board (10), fatigue loading device connects pressure head (11), load pressure head (12), organic glass cylinder (13), top seal assembly (14), lower sealing assemblies (15), support tray (16), rubber bag tank (17), charge for remittance funnel (18) and soakaway trench (19), described top seal assembly (14) and lower sealing assemblies (15) are divided into organic glass cylinder (13) two ends up and down, described support tray (16) is supported in lower sealing assemblies (15) below, described loading pressure head (12) upper end is connected pressure head (11) and connects with fatigue loading device, lower end extends in organic glass cylinder (13) through top seal assembly (14), described charge for remittance funnel (18) to be located in organic glass cylinder (13) and to be supported on lower sealing assemblies (15), described soakaway trench (19) upper end is connected with charge for remittance funnel (18), outside lower end extends to through lower sealing assemblies (15) and support tray (16), described rubber bag tank (17) is located in organic glass cylinder (13), and two ends be encapsulated in load pressure head (12) with charge for remittance funnel (18) outward, described loading pressure head (12) lower end and charge for remittance funnel (18) upper end arrange a water permeating board (10) respectively, described rubber bag tank (17) and water permeating board (10) enclose test specimen installation portion, described water supply installation (2) is communicated to the water permeating board (10) loading pressure head (12) lower end through the inlet opening loaded on pressure head (12), described have member control apparatus of calming the anger (3) to be communicated to the confined pressure chamber between rubber bag tank (17) and organic glass cylinder (13) through the air admission hole of top seal assembly (14), described CT scan charging assembly (4) is provided with the joint coordinated with described loading pressure head (12).
3. ground surface material testing permeability system under multi-scenarios method condition according to claim 2, it is characterized in that: described top seal assembly (14) comprises enclosing cover (141) and inward upper cover (142), described inward upper cover (142) press seal is in organic glass cylinder (13) upper end, described upper enclosing cover (141) is pressed in inward upper cover (142) upper end, described upper enclosing cover (141) is provided with taper fit portion with inward upper cover (142) middle part, described lower sealing assemblies (15) comprises lower enclosing cover (151) and lower inner cap (152), described lower inner cap (152) press seal is in organic glass cylinder (13) lower end, described lower enclosing cover (151) is pressed in lower inner cap (152) upper end, described lower enclosing cover (151) is provided with taper fit portion with lower inner cap (152) middle part, the taper fit portion of press seal between upper enclosing cover (141) and inward upper cover (142), described rubber bag tank (17) upper end, the taper fit portion of lower end press seal between lower enclosing cover (151) and lower inner cap (152).
4. ground surface material testing permeability system under multi-scenarios method condition according to claim 3, it is characterized in that: outside described organic glass cylinder (13), be evenly arranged multiple screw rod fastening assembly (131), described screw rod fastening assembly (131) lower end is fastenedly connected lower enclosing cover (151) and lower inner cap (152), and upper end is fastenedly connected upper enclosing cover (141) and inward upper cover (142).
5. ground surface material testing permeability system under multi-scenarios method condition according to claim 2, is characterized in that: described loading pressure head (12) lower end is provided with the taper collect cavity (121) coordinated with water permeating board (10).
6. ground surface material testing permeability system under multi-scenarios method condition according to claim 2, is characterized in that: be provided with removable height regulating ring (181) between described charge for remittance funnel (18) and lower sealing assemblies (15).
7. ground surface material testing permeability system under multi-scenarios method condition according to claim 4, it is characterized in that: described CT scan charging assembly (4) comprises casting die (41), piece under pressure (42) and be connected with the pressure transducer (43) of digital display equipment, described piece under pressure (42) lower end is provided with and the projection loading pressure head (12) and coordinate, described pressure transducer (43) is pressed between casting die (41) and piece under pressure (42), described pressure transducer (43) upper end is provided with sensing pressure head (431), described upper casting die (41) lower end is provided with the groove (411) coordinated with sensing pressure head (431), rubber protection pad (412) is provided with in described groove (411), described piece under pressure (42) upper end is provided with for the location and installation groove (421) to pressure transducer (43) circumference location, described pressure transducer (43) is installed in described location and installation groove (421).
8. ground surface material testing permeability system under multi-scenarios method condition according to claim 7, it is characterized in that: described upper casting die (41) also comprises screw pressurizing assembly, described screw pressurizing assembly comprises pressurization screw rod (413), described pressurization screw rod (413) upper end is passed upper casting die (41) and is equiped with the pressurizing nut (414) can exerted pressure to upper casting die (41) downwards, and described pressurization screw rod (413) lower end is equiped with the attaching nut (415) for connecting screw rod fastening assembly (131).
9. ground surface material testing permeability system under multi-scenarios method condition according to claim 2, it is characterized in that: described water supply installation (2) comprise pressure water supply case (21), gas deflation assembly (24), water inlet component (25), outlet component (26), for providing the air intake assembly (23) of pressure water supply case (21) internal pressure gas and the tensimeter (22) for showing pressure water supply case (21) internal pressure, described pressure water supply case (21) comprises a seal chamber, and described air intake assembly (23) is communicated with seal chamber, described tensimeter (22) is located on described pressure water supply case (21), described air intake assembly (23) comprises admission line (231) and is located at the air inlet ball valve (232) on described admission line (231), the top of pressure water supply case (21) is located at by described admission line (231), and be communicated with pressure water supply case (21), described gas deflation assembly (24) comprises gas exhaust duct (241) and is located at the venting ball valve (242) on described gas exhaust duct (241), the top of pressure water supply case (21) is located at by described gas exhaust duct (241), and be communicated with pressure water supply case (21), described water inlet component (25) comprises inlet channel (251) and water intake ball valve (252), described inlet channel (251) is communicated with pressure water supply case (21), described water intake ball valve (252) is located on described inlet channel (251), described outlet component (26) comprises outlet conduit (261), water outlet ball valve (262) and the liquid flowmeter (263) for detecting discharge, described outlet conduit (261) is communicated with pressure water supply case (21) bottom by ready-packaged joint (264), described water outlet ball valve (262) and liquid flowmeter (263) are all located on described outlet conduit (261), and described outlet conduit (261) is communicated with the inlet opening loaded on pressure head (12).
10. ground surface material testing permeability system under multi-scenarios method condition according to claim 2, it is characterized in that: described in member control apparatus (3) of calming the anger comprise tracheal pressure (31), described tracheal pressure (31) one end is connected with pressure gas source, the other end is communicated with the air admission hole of top seal assembly (14), and described tracheal pressure (31) is provided with rain glass (32), vent valve (33) and retaining valve (34) from pressure gas source successively to air inlet nose end.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201520268743.7U CN204613069U (en) | 2015-04-29 | 2015-04-29 | Road surface material permeability test system under multi-field coupling condition |
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| CN201520268743.7U CN204613069U (en) | 2015-04-29 | 2015-04-29 | Road surface material permeability test system under multi-field coupling condition |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104777089A (en) * | 2015-04-29 | 2015-07-15 | 长沙理工大学 | Road surface material permeability test system under multi-field coupling condition |
| CN107727555A (en) * | 2017-11-03 | 2018-02-23 | 华润水泥技术研发有限公司 | Device for testing permeability coefficient and method of testing |
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2015
- 2015-04-29 CN CN201520268743.7U patent/CN204613069U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104777089A (en) * | 2015-04-29 | 2015-07-15 | 长沙理工大学 | Road surface material permeability test system under multi-field coupling condition |
| CN104777089B (en) * | 2015-04-29 | 2017-07-21 | 长沙理工大学 | Road surface material permeability test system under multi-field coupling condition |
| CN107727555A (en) * | 2017-11-03 | 2018-02-23 | 华润水泥技术研发有限公司 | Device for testing permeability coefficient and method of testing |
| CN107727555B (en) * | 2017-11-03 | 2023-09-01 | 华润水泥技术研发有限公司 | Permeability coefficient testing device and method |
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