CN204731133U - A kind of head pressure control system for pin hole seepage deformation test and device - Google Patents
A kind of head pressure control system for pin hole seepage deformation test and device Download PDFInfo
- Publication number
- CN204731133U CN204731133U CN201520414652.XU CN201520414652U CN204731133U CN 204731133 U CN204731133 U CN 204731133U CN 201520414652 U CN201520414652 U CN 201520414652U CN 204731133 U CN204731133 U CN 204731133U
- Authority
- CN
- China
- Prior art keywords
- water
- chamber
- seepage deformation
- vibration means
- lid
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn - After Issue
Links
Landscapes
- Aerodynamic Tests, Hydrodynamic Tests, Wind Tunnels, And Water Tanks (AREA)
Abstract
The utility model discloses a kind of head pressure control system for pin hole seepage deformation test and device.The feed pipe that described head pressure control system comprises water-storing device and supplies water to seepage deformation device, this feed pipe comprises vibration means for main pipe for supplying water and at least one water supply arm be communicated with vibration means for main pipe for supplying water; One end of vibration means for main pipe for supplying water is communicated with water-storing device, and the other end is communicated with each water supply arm, and vibration means for main pipe for supplying water is also provided with a drainpipe; One end that each water supply arm is not connected with vibration means for main pipe for supplying water is then communicated with the water inlet pipe in each seepage deformation device respectively; Vibration means for main pipe for supplying water is disposed with fixed displacement pump, the first accumulator, flow speed control valve, reduction valve, the second accumulator and tensimeter; Drainpipe is located between the first accumulator and flow speed control valve, which is provided with surplus valve; Each water supply arm is respectively equipped with a stop valve and a tensimeter.This apparatus structure is simple, sustainable, stable and accurately seepage deformation water pressure in Control release process, improves the reliability of experimental data.
Description
Technical field
The utility model relates to a kind of impermeabilisation deformation testing device, is specifically related to a kind of head pressure control system for pin hole seepage deformation test and device.
Background technology
Pin hole seepage deformation test is used for test in karst collapse test and has fissure-plane or the impermeabilisation deformation failure ability compared with the macropore soil body.The test head control pressurer system of current employing mainly adopts water tank or water pump excess to supply water, and by promoting or reducing the Altitude control that water inlet pipe port realizes its free-water level, and then realizes the control to the head pressure entering seepage deformation device.Its weak point is: process of the test constantly need be carried and fall water inlet pipe, complex operation, and space hold is large; Hoisting depth limits by place, provides pressure limit limited, pressure more high precision control difficulty larger, impact test test specification and precision.
Publication number is that the patent of invention of CN103345278A discloses a kind of constant head mass-flow seepage deformation water pressure automatic control device, comprise supply tank, water inlet pipe is provided with bottom supply tank, the bottom of supply tank is communicated with the bottom of seepage deformation instrument by flow pipe, and described flow pipe is provided with supercharge pump, automatic water flow variable valve and tensimeter.This invention guarantees to provide the seepage deformation water of constant head large discharge and pressure stability to a certain extent to seepage deformation instrument by the supercharge pump that arranges and automatic water flow variable valve, guarantee that the more existing conventional art of experimental data is more accurate and stable, but the top hole pressure by means of only a setting variable valve is the continued for constant being difficult to realize head pressure in whole experimentation, in addition, the unlatching of pump and variable valve closes the pulse ripple that must cause system pressure, and the precision of experimental data is inevitable influenced; In addition, the constant head pressure system that supercharge pump and variable valve build lacks pressure system protective device, easily causes the damage of pump or mediation valve or malfunctioning, forms the interruption of potential safety hazard and experiment; Moreover this device also only can realize one group of impermeabilisation deformation test simultaneously, be difficult to many groups test simultaneously and carry out, efficiency is relatively low.
Utility model content
It is simple that the technical problems to be solved in the utility model is to provide a kind of structure, sustainable, stable and accurately the head pressure control system for pin hole seepage deformation test of seepage deformation water pressure and device in Control release process.
Head pressure control system for pin hole seepage deformation test described in the utility model, the feed pipe comprising water-storing device and supply water to seepage deformation device, wherein:
Described feed pipe comprises a vibration means for main pipe for supplying water and at least one water supply arm be communicated with this vibration means for main pipe for supplying water, and the quantity of described water supply arm corresponds to the quantity of seepage deformation device; One end of described vibration means for main pipe for supplying water is communicated with water-storing device, and the other end is communicated with each water supply arm, and vibration means for main pipe for supplying water is also provided with a drainpipe be communicated with it; One end that each water supply arm is not connected with vibration means for main pipe for supplying water is then communicated with the water inlet pipe in each seepage deformation device respectively;
Described vibration means for main pipe for supplying water is disposed with fixed displacement pump, the first accumulator, flow speed control valve, reduction valve, the second accumulator and tensimeter from water inlet end to its water outlet end direction; Described drainpipe is arranged between the first accumulator and flow speed control valve, and drainpipe is provided with surplus valve;
Described each water supply arm is respectively arranged with a stop valve and a tensimeter.
In technique scheme, described fixed displacement pump can be vane pump or peristaltic pump; Described water-storing device can be arranged on ground pond or water tank.Surplus valve on described drainpipe can be pilot-type relief valve or direct acting type surplus valve, preferably adopts pilot-type relief valve; The endpiece of drainpipe directly can stretch in water-storing device or its endpiece is arranged at water-storing device can be accepted in the scope of its water outlet, also the device of access water the water that access discharged by drainpipe can be carried out by another one again, recycling and saving water is imported energy consumption needed for water-storing device etc. again by other water storage unit from the viewpoint of water resource, preferably directly stretches in water-storing device by the endpiece of drainpipe or its endpiece is arranged at water-storing device and can accept in the scope of its water outlet.Described reduction valve preferably adopts direct acting type reduction valve.
Head pressure control system described in the utility model, by setting gradually fixed displacement pump, the first accumulator, flow speed control valve, reduction valve, the second accumulator and tensimeter from water inlet end to its water outlet end direction on vibration means for main pipe for supplying water, drainpipe is set between the first accumulator and flow speed control valve again and drainpipe arranges surplus valve thereon, can continue, stable and seepage deformation water pressure that is that accurately feed to seepage deformation device in Control release process, effectively improve precision and the reliability of gained test figure; On the other hand, the constant pressure that head pressure control system described in the utility model adopts the reduction valve of the different special spring of plug-in and accumulator combination can realize multiple adjustable extent section exports, meet the seepage deformation test demand of various sample, increase the adjustable extent (conventional water tank about the voltage supply of 0 ~ 10m, and the application can realize the voltage supply within the scope of 0 ~ 30m) of head pressure; In addition, adopting the first accumulator, surplus valve, flow speed control valve to combine can provide flow and pressure to be that constant water flow to reduction valve entrance, is convenient to realize high-precision Stress control, meanwhile, realize hydraulic pressure system pressure and be no more than work safety value, ensure the work safety of all parts.
The utility model also comprises a kind of device for pin hole seepage deformation test, and this device comprises head pressure control system and several seepage deformation devices, wherein:
The feed pipe that described head pressure control system comprises water-storing device and supplies water to seepage deformation device, wherein:
Described feed pipe comprises a vibration means for main pipe for supplying water and at least one water supply arm be communicated with this vibration means for main pipe for supplying water, and the quantity of described water supply arm corresponds to the quantity of seepage deformation device; One end of described vibration means for main pipe for supplying water is communicated with water-storing device, and the other end is communicated with each water supply arm, and vibration means for main pipe for supplying water is also provided with a drainpipe be communicated with it; One end that each water supply arm is not connected with vibration means for main pipe for supplying water is then communicated with the water inlet pipe in each seepage deformation device respectively;
Described vibration means for main pipe for supplying water is disposed with fixed displacement pump, the first accumulator, flow speed control valve, reduction valve, the second accumulator and tensimeter from water inlet end to its water outlet end direction; Described drainpipe is arranged between the first accumulator and flow speed control valve, and drainpipe is provided with surplus valve;
Described each water supply arm is respectively arranged with a stop valve and a tensimeter;
Described seepage deformation device comprises the cutting ring of the first lid, the second lid and sampling and sample preparation, wherein:
Described first lid has one by its surface to recessed the first chamber of the first lid portion inside, and the shape of this first chamber and the profile of cutting ring match, and the first lid are also provided with and the water inlet pipe of this first chamber and gas outlet;
One is offered on the surface to recessed the second chamber of the second lid portion inside and the 3rd chamber with this second chamber in one of them of the second lid, the described shape of the second chamber and the profile of cutting ring match, the central axes of described second chamber and the 3rd chamber, and the bore of the second chamber is greater than the bore of the 3rd chamber; In the 3rd chamber, be filled with the second filter medium, the second lid is also provided with the rising pipe with described 3rd chamber;
Described first lid and the second lid are that the mode that on the opening of the first chamber on the first lid and the second lid, the opening of the second chamber is just right is arranged, and are removably linked together by web member;
Described cutting ring is placed in the space be made up of the first chamber of the first lid and the second chamber of the second lid, and the bottom of cutting ring upper knife edge one end is placed in the connecting portion of the second chamber and the 3rd chamber on the second lid, cutting ring is filled with the first filter medium away between the bottom of one end to the first chamber of blade, between the periphery wall of cutting ring and the internal perisporium of the internal perisporium of the first chamber and the second chamber, is provided with seal; Now, the central axis of the central axis of the central axis of the central axis of water inlet pipe, the first chamber, the second chamber, the 3rd chamber, the central axis of cutting ring and the central axes of rising pipe on the first lid.
In the above-mentioned device for pin hole seepage deformation test, in the structure of head pressure control system, described fixed displacement pump can be vane pump or peristaltic pump; Described water-storing device can be arranged on ground pond or water tank.Surplus valve on described drainpipe can be pilot-type relief valve or direct acting type surplus valve, preferably adopts pilot-type relief valve; The endpiece of drainpipe directly can stretch in water-storing device or its endpiece is arranged at water-storing device can be accepted in the scope of its water outlet, also the device of access water the water that access discharged by drainpipe can be carried out by another one again, recycling and saving water is imported energy consumption needed for water-storing device etc. again by other water storage unit from the viewpoint of water resource, preferably directly stretches in water-storing device by the endpiece of drainpipe or its endpiece is arranged at water-storing device and can accept in the scope of its water outlet.Described reduction valve preferably adopts direct acting type reduction valve.Fixed displacement pump be vane pump or peristaltic pump.
In the above-mentioned device for pin hole seepage deformation test, in the structure of seepage deformation device, in order to the position of fixing seals, further raising sealing effectiveness, at least one annular groove can also be offered on the internal perisporium of the first chamber, the internal perisporium of the second chamber is offered at least one annular groove, seal is placed in described annular groove.The quantity of described seal is suitable with the quantity of annular groove.Preferably on the internal perisporium of the first chamber and the internal perisporium of the second chamber, offer two road annular grooves respectively.Described seal can be seal conventional in prior art, is generally O-ring seals.
In the above-mentioned device for pin hole seepage deformation test, in the structure of seepage deformation device, the first described filter medium is gravel.
In the above-mentioned device for pin hole seepage deformation test, in the structure of seepage deformation device, the second described filter medium is the ringwise permeable stone of shape, and the external diameter of this permeable stone and the bore of the 3rd chamber match, and its internal diameter is equal to or slightly greater than the bore of rising pipe; When this permeable stone is placed in the 3rd chamber, the central axes of its axis and rising pipe.
In the above-mentioned device for pin hole seepage deformation test, in the structure of seepage deformation device, described web member is same as the prior art, is preferably bolt, nut.
In the above-mentioned device for pin hole seepage deformation test, in the structure of seepage deformation device, gas outlet is also provided with stop valve.
In the above-mentioned device for pin hole seepage deformation test, in the structure of seepage deformation device, the structure of described cutting ring is same as the prior art, in this application it for sampling and sample preparation, concrete sampling and method for making sample same as the prior art.Adopt cutting ring to carry out sampling sample preparation, be combined with traditional soil test, can the parameter such as volume, density, quality of joint test soil sample, realize the repeatedly utilization of a sample; Also can carry out the pin hole seepage deformation test of different size and thickness specification.And had inside the cutting ring of the sample made directly to be placed in the space be made up of the first chamber of the first lid and the second chamber of the second lid, decrease filling operation, improve efficiency.In order to control the thickness carrying out the sample tested more accurately, on the periphery wall of cutting ring, be preferably labeled with the graduation apparatus representing distance.
Compared with existing technology, the device for pin hole seepage deformation test described in the utility model, its feature is:
1, adopt the head pressure control system of special construction design, can continue, stable and seepage deformation water pressure that is that accurately feed to seepage deformation device in Control release process, effectively improve precision and the reliability of gained test figure; On the other hand, the constant pressure that head pressure control system described in the utility model adopts the reduction valve of the different special spring of plug-in and accumulator combination can realize multiple adjustable extent section exports, meet the seepage deformation test demand of various sample, increase the adjustable extent (conventional water tank about the voltage supply of 0 ~ 10m, and the application can realize the voltage supply within the scope of 0 ~ 30m) of head pressure; In addition, adopting the first accumulator, surplus valve, flow speed control valve to combine can provide flow and pressure to be that constant water flow to reduction valve entrance, is convenient to realize high-precision Stress control, meanwhile, realize hydraulic pressure system pressure and be no more than work safety value, ensure the work safety of all parts.
2, cutting ring and penetraction depth by changing dissimilar size sample, and can meet the impermeabilisation deformation test of different size pin hole seepage deformation sample; Also can the parameter such as volume, density, quality of joint test soil sample, realize the repeatedly utilization of a sample.
3, the cutting ring of the sample made is had inside to be directly placed in the space be made up of the first chamber of the first lid and the second chamber of the second lid, not only reduce filling operation, improve efficiency, also avoid in prior art because adopting vaseline to carry out lubricating the Seepage that may occur when loading.
4, in structure described in the utility model, the bore of the second chamber on the second lid is arranged to the bore being greater than the 3rd chamber, and the bottom of the blade one end being built-in with the cutting ring of sample is placed in the connecting portion (namely the second chamber is greater than the bottom of the 3rd chamber portion) of the second chamber and the 3rd chamber on the second lid, thus efficiently avoid current and occur wall flow phenomenon, current are made to realize as much as possible directly (supposing that current occur wall flow phenomenon at cutting ring inwall by the pin hole in sample and then from rising pipe outflow, these current also can flow in the 3rd chamber along the connecting portion of the second chamber and the 3rd chamber again, this can extend the circuit of current, also the resistance of current is just increased, and because there is pin hole in sample, current flow through resistance that pin hole flows out from rising pipe again and are significantly less than above-mentioned resistance when there is wall flow phenomenon, therefore, current can be selected to flow to rising pipe (namely flowing through pin hole to flow out from rising pipe again) from the passage that resistance is little), thus ensure that water flows from pin hole according to test design, improve the reliability of experimental data.
5, further, to scale be shown at the outer wall of conventional cutting ring, reach the object accurately controlling test soil body sample thickness.
Accompanying drawing explanation
Fig. 1 is the structural representation of a kind of embodiment of head pressure control system described in the utility model;
Fig. 2 is the structural representation of the another kind of embodiment of head pressure control system described in the utility model;
Fig. 3 is the structural representation of another embodiment of head pressure control system described in the utility model;
Fig. 4 is the structural representation of a kind of embodiment of the device for pin hole seepage deformation test described in the utility model;
Fig. 5 is the structural representation of seepage deformation device in Fig. 4 illustrated embodiment;
Fig. 6 is the structural representation of cutting ring in Fig. 4 illustrated embodiment;
Fig. 7 is that when by the application of installation of Fig. 4 illustrated embodiment, in river, Guilin, seasonal water-level fluctuation causes riverbank groundwater level fluctuation to cause possibility of subsiding to carry out assessing the pin hole seepage deformation test carried out, one of them sample destroys semilogarithmic plot.
Number in the figure is:
1 feed pipe; 1-1 vibration means for main pipe for supplying water; 1-2 water supply arm; 2 fixed displacement pumps; 3 first accumulators; 4 flow speed control valves; 5 reduction valve; 6 second accumulators; 7 tensimeters; 8 stop valves; 9 surplus valves; 10 drainpipes; 11 water-storing devices; 12 seepage deformation devices; 13 water containers; 14 samples; 15 first lids; 16 water inlet pipes; 17 gas outlets; 18 cutting rings; 18-1 graduation apparatus; 19 O-ring seals; 20 second lids; 21 second filter mediums; 22 first filter mediums; 23 rising pipes; 24 bolts; 25 nuts.
Embodiment
Below in conjunction with concrete accompanying drawing, the utility model is described in further detail, to understand content of the present utility model better.
Head pressure control system for pin hole seepage deformation test described in the utility model, the feed pipe 1 comprising water-storing device 11 and supply water to seepage deformation device 12, wherein:
The quantity that described feed pipe 1 comprises a vibration means for main pipe for supplying water 1-1 and at least one water supply arm 1-2 be communicated with this vibration means for main pipe for supplying water 1-1, described water supply arm 1-2 corresponds to the quantity of seepage deformation device 12; One end of described vibration means for main pipe for supplying water 1-1 is communicated with water-storing device 11, and the other end is communicated with each water supply arm 1-2, and vibration means for main pipe for supplying water 1-1 is also provided with a drainpipe be communicated with it 10; One end that each water supply arm 1-2 is not connected with vibration means for main pipe for supplying water 1-1 is then communicated with the water inlet pipe 16 in each seepage deformation device 12 respectively;
Described vibration means for main pipe for supplying water 1-1 is disposed with fixed displacement pump 2, first accumulator 3, flow speed control valve 4, reduction valve 5, second accumulator 6 and tensimeter 7 from water inlet end to its water outlet end direction; Described drainpipe 10 is arranged between the first accumulator 3 and flow speed control valve 4, and drainpipe 10 is provided with surplus valve 9;
Described each water supply arm 1-2 is respectively arranged with a stop valve 8 and a tensimeter 7.
Fig. 1 is the structural representation of a kind of embodiment of head pressure control system described in the utility model.In the embodiment described in Fig. 1, head pressure control system for pin hole seepage deformation test described in the utility model, the feed pipe 1 comprising water-storing device 11 and supply water to seepage deformation device 12, wherein: described feed pipe 1 comprises a vibration means for main pipe for supplying water 1-1 and a water supply arm 1-2 be communicated with this vibration means for main pipe for supplying water 1-1, one end of described vibration means for main pipe for supplying water 1-1 is communicated with water-storing device 11, the other end is communicated with water supply arm 1-2, and vibration means for main pipe for supplying water 1-1 is also provided with a drainpipe be communicated with it 10; One end that described water supply arm 1-2 is not connected with vibration means for main pipe for supplying water 1-1 is then communicated with the water inlet pipe 16 in seepage deformation device 12.Described vibration means for main pipe for supplying water 1-1 is disposed with fixed displacement pump 2, first accumulator 3, flow speed control valve 4, reduction valve 5, second accumulator 6 and tensimeter 7 from water inlet end to its water outlet end direction; Described drainpipe 10 is arranged between the first accumulator 3 and flow speed control valve 4, and drainpipe 10 is provided with surplus valve 9.Described water supply arm 1-2 is disposed with a stop valve 8 and a tensimeter 7 from its inlet end to its water outlet end.In the present embodiment, described fixed displacement pump 2 is vane pump, described water-storing device 11 is pond, the water inlet end of described vibration means for main pipe for supplying water 1-1 stretches into pond (preferably make vibration means for main pipe for supplying water 1-1 water inlet end be placed in below the liquid level in pond, be more preferably the position be placed in by vibration means for main pipe for supplying water 1-1 water inlet end close to basin bottom); The water outlet end of described drainpipe 10 stretches in water-storing device 11.
Fig. 2 is the structural representation of the another kind of embodiment of head pressure control system described in the utility model.In the embodiment described in Fig. 2, head pressure control system for pin hole seepage deformation test described in the utility model, the feed pipe 1 comprising water-storing device 11 and supply water to seepage deformation device 12, wherein: described feed pipe 1 comprises a vibration means for main pipe for supplying water 1-1 and two water supply arm 1-2 be communicated with this vibration means for main pipe for supplying water 1-1, one end of described vibration means for main pipe for supplying water 1-1 is communicated with water-storing device 11, the other end is communicated with each water supply arm 1-2, and vibration means for main pipe for supplying water 1-1 is also provided with a drainpipe be communicated with it 10; One end that described each water supply arm 1-2 is not connected with vibration means for main pipe for supplying water 1-1 is communicated with the water inlet pipe 16 in each seepage deformation device 12 respectively.Described vibration means for main pipe for supplying water 1-1 is disposed with fixed displacement pump 2, first accumulator 3, flow speed control valve 4, reduction valve 5, second accumulator 6 and tensimeter 7 from water inlet end to its water outlet end direction; Described drainpipe 10 is arranged between the first accumulator 3 and flow speed control valve 4, and drainpipe 10 is provided with surplus valve 9.Described every root water supply arm 1-2 is disposed with a stop valve 8 and a tensimeter 7 from the inlet end of feed pipe 1 to its water outlet end.In the present embodiment, described fixed displacement pump 2 is peristaltic pump, described water-storing device 11 is pond, the water inlet end of described vibration means for main pipe for supplying water 1-1 stretches into pond (preferably make vibration means for main pipe for supplying water 1-1 water inlet end be placed in below the liquid level in pond, be more preferably the position be placed in by vibration means for main pipe for supplying water 1-1 water inlet end close to basin bottom); Be provided with another water-storing device 11 (for another pond) in the below of drainpipe 10, the water outlet end of described drainpipe 10 stretches in this water-storing device 11.
Fig. 3 is the structural representation of another embodiment of head pressure control system described in the utility model.In the embodiment described in Fig. 3, head pressure control system for pin hole seepage deformation test described in the utility model, the feed pipe 1 comprising water-storing device 11 and supply water to seepage deformation device 12, wherein: described feed pipe 1 comprises a vibration means for main pipe for supplying water 1-1 and three water supply arm 1-2 be communicated with this vibration means for main pipe for supplying water 1-1, one end of described vibration means for main pipe for supplying water 1-1 is communicated with water-storing device 11, the other end is communicated with each water supply arm 1-2, and vibration means for main pipe for supplying water 1-1 is also provided with a drainpipe be communicated with it 10; One end that described each water supply arm 1-2 is not connected with vibration means for main pipe for supplying water 1-1 is communicated with the water inlet pipe 16 in each seepage deformation device 12 respectively.Described vibration means for main pipe for supplying water 1-1 is disposed with fixed displacement pump 2, first accumulator 3, flow speed control valve 4, reduction valve 5, second accumulator 6 and tensimeter 7 from water inlet end to its water outlet end direction; Described drainpipe 10 is arranged between the first accumulator 3 and flow speed control valve 4, and drainpipe 10 is provided with surplus valve 9.Described every root water supply arm 1-2 is disposed with a stop valve 8 and a tensimeter 7 from the inlet end of feed pipe 1 to its water outlet end.In the present embodiment, described fixed displacement pump 2 is vane pump, described water-storing device 11 is pond, the water inlet end of described vibration means for main pipe for supplying water 1-1 stretches into pond (preferably make vibration means for main pipe for supplying water 1-1 water inlet end be placed in below the liquid level in pond, be more preferably the position be placed in by vibration means for main pipe for supplying water 1-1 water inlet end close to basin bottom); The water outlet end of described drainpipe 10 stretches in water-storing device 11.
Fig. 4 is the structural representation of a kind of embodiment of the device for pin hole seepage deformation test described in the utility model.In the embodiment described in Fig. 4, device for pin hole seepage deformation test described in the utility model comprises the water container 13 of head pressure control system, three seepage deformation devices 12 and three water flowed out from three seepage deformation devices 12 for difference access, the structure of each seepage deformation device 12 is identical, wherein:
Described head pressure control system, the feed pipe 1 comprising water-storing device 11 and supply water to seepage deformation device 12, wherein: described feed pipe 1 comprises a vibration means for main pipe for supplying water 1-1 and three water supply arm 1-2 be communicated with this vibration means for main pipe for supplying water 1-1, one end of described vibration means for main pipe for supplying water 1-1 is communicated with water-storing device 11, the other end is communicated with each water supply arm 1-2, and vibration means for main pipe for supplying water 1-1 is also provided with a drainpipe be communicated with it 10; One end that described each water supply arm 1-2 is not connected with vibration means for main pipe for supplying water 1-1 is communicated with the water inlet pipe 16 in each seepage deformation device 12 respectively.Described vibration means for main pipe for supplying water 1-1 is disposed with fixed displacement pump 2, first accumulator 3, flow speed control valve 4, reduction valve 5, second accumulator 6 and tensimeter 7 from water inlet end to its water outlet end direction; Described drainpipe 10 is arranged between the first accumulator 3 and flow speed control valve 4, and drainpipe 10 is provided with surplus valve 9.Described every root water supply arm 1-2 is disposed with a stop valve 8 and a tensimeter 7 from the inlet end of feed pipe 1 to its water outlet end.In the present embodiment, described fixed displacement pump 2 is vane pump, described water-storing device 11 is pond, the water inlet end of described vibration means for main pipe for supplying water 1-1 stretches into pond (preferably make vibration means for main pipe for supplying water 1-1 water inlet end be placed in below the liquid level in pond, be more preferably the position be placed in by vibration means for main pipe for supplying water 1-1 water inlet end close to basin bottom); The water outlet end of described drainpipe 10 stretches in water-storing device 11.
Described seepage deformation device 12 as shown in Figure 5, comprises the first lid 15, second lid 20 and cutting ring 18, wherein:
Described first lid 15 has one by its surface to inner the first recessed chamber of the first lid 15, the profile of the shape of this first chamber and size and cutting ring 18 matches, on the internal perisporium of its open at one end, two road annular grooves are offered at the first chamber, first lid 15 is also provided with and the water inlet pipe 16 of this first chamber and gas outlet 17, gas outlet 17 is provided with stop valve 8;
One is offered on the surface to inner the second recessed chamber of the second lid 20 and the 3rd chamber with this second chamber in one of them of the second lid 20, the shape of described second chamber and the profile of size and cutting ring 18 match, and the internal perisporium of the second chamber offers two road annular grooves; The central axes of described second chamber and the 3rd chamber, and the bore of the second chamber is greater than the bore of the 3rd chamber; In the 3rd chamber, be filled with the second filter medium 21, the second lid 20 be provided with the rising pipe 23 with described 3rd chamber, rising pipe 23 be provided with stop valve 8;
Described first lid 15 and the second lid 20 in the first lid 15 on the opening of the second chamber is just right on the opening of the first chamber and the second lid 20 mode arrange, and removably to be linked together by web member;
Described cutting ring 18 is for sampling and sample preparation (after having adopted sample by existing routine techniques, central axis along cutting ring 18 makes a pin hole on sample 14, the axis of described pin hole and the central axes of cutting ring 18), its structure as shown in Figure 6, the periphery wall of cutting ring 18 is labeled with the graduation apparatus 18-1 representing distance, and graduation apparatus 18-1 indicates along the axial length of cutting ring 18 from blade one end of cutting ring 18.Described cutting ring 18 is placed in the space be made up of the second chamber of the first chamber of the first lid 15 and the second lid 20, and (namely a part for cutting ring 18 is placed in the first chamber, a part is placed in the second chamber), the bottom of described cutting ring 18 upper knife edge one end directly presses on the connecting portion of the second chamber and the 3rd chamber on the second lid 20, cutting ring 18 is filled with the first filter medium 22 away between the bottom (namely relative with the first chamber opening extremely internal face) of one end to the first chamber of blade, 4 seals are provided with between the periphery wall of cutting ring 18 and the internal perisporium of the internal perisporium of the first chamber and the second chamber, these seals are placed in the annular groove on the first chamber and the second chamber internal perisporium respectively, now, the central axes of the central axis of the central axis of the central axis of water inlet pipe 16, the first chamber, the second chamber, the central axis of the 3rd chamber, the central axis of cutting ring 18 and rising pipe 23 on the first lid 15.
In the present embodiment, the first described filter medium 22 is gravel; The second described filter medium 21 is the ringwise permeable stone of shape, the external diameter of this permeable stone and the bore of the 3rd chamber match, its internal diameter is equal to or slightly greater than the bore of rising pipe 23, when this permeable stone is placed in the 3rd chamber, and the central axes of its axis and rising pipe 23; Described web member is bolt 24 and nut 25, and described seal is O-ring seals 19.
In the present embodiment, the water container 13 of the water (namely from the water that the rising pipe 23 of seepage deformation device 12 flows out) of described access seepage deformation device 12 outflow is measuring cup.
During test, first carry out sampling with seepage deformation device 12 and load.First, take out cutting ring 18, complete sampling sample preparation (make a pin hole along the central axis of cutting ring 18 after having got sample, the size in aperture experimentally sets); Get the second lid 20 mated with cutting ring 18 size again, the seal of coupling is put into the annular groove compacting on the second lid 20 internal perisporium, the 3rd chamber inner pressure second filter medium 21 being put into the second lid 20 is real, again the blade side pressure of cutting ring 18 is entered in the second lid 20, until blade is pressed on the bottom of the second chamber on the second lid 20; Get the first lid 15 of specification coupling, close vent valve, the first filter medium 22 is packed in the first chamber on the first lid 15 and (is partially filled, is normally filled to the 15mm ~ 20mm place apart from the first chamber opening end), flatten; By the second lid 20 of good for grafting cutting ring 18 integrally, the end away from cutting ring 18 blade one end is inserted in the first chamber on the first lid 15, until this end contacts with the first filter medium 22; Finally by bolt 24, nut 25, protecgulum is connected with bonnet, and appropriateness regulates protecgulum and bonnet end face distance, reaches optimum position.After installing, then the water inlet pipe 16 of each seepage deformation device 12 is connected by joint with each water supply arm 1-2 respectively.After each water supply arm 1-2 connects with each pin hole seepage deformation device 12, then open each stop valve 8 on corresponding water supply arm 1-2 successively.
Lock according to test design maximal pressure force value regulation relief valve 9 safe-working pressure value, the required peak flow values of test is calculated according to the quantity of seepage deformation device 12, regulate flow speed control valve 4 obtain the required flow of test and lock, each tensimeter 7 is checked.First need to carry out 24 hours full water to each seepage deformation device 12, first reduction valve 5 exit pressure levels is set and (can set according to concrete test, as being adjusted to 0.001Mpa), and the stop valve 8 (stop valve 8 do not connect on the water supply arm 1-2 of seepage deformation device 12 is closed) opened successively on all seepage deformation device 12 place water supply arm 1-2 to be tested, open the stop valve 8 on gas outlet 17 in each seepage deformation device 12, and the stop valve 8 of closing on seepage deformation device 12 on each rising pipe 23, then fixed displacement pump 2 is started, carry out 24 hours full water.
After 24 hours, close the vent valve on each seepage deformation device 12, terminate the full water conservancy project of test to do, then the stop valve 8 on each water supply arm 1-2 is closed, open the stop valve 8 (being placed with measuring cup below the water delivering orifice of rising pipe 23) on each seepage deformation device 12 rising pipe 23 more successively, setup test writing task.
According to test design, reduction valve 5 exit pressure levels is regulated every 20 ~ 30min, each adjustment pressure increases certain numerical value and (specifically can set according to test, as 0.002Mpa etc.), record vibration means for main pipe for supplying water 1-1 respectively, flow value that the force value of water supply arm 1-2, the corresponding measuring cup of each seepage deformation device 12 record, observe turbidity.Progressively increase force value, until the measuring cup water body of correspondence becomes muddy, flow becomes suddenly large, causes test to destroy, and the stop valve 8 on the water supply arm 1-2 that closedown and corresponding seepage deformation device 12 connect, completes sample 14 and test.When all tests all destroy, complete one group of experiment.Close fixed displacement pump 2, open surplus valve 9, each group of test unit is separated, draining is carried out to system, completes test.
The device (wherein the aperture of pin hole is 1mm) of Fig. 4 illustrated embodiment being applied to river, Guilin causes possibility of subsiding to assess because seasonal water-level fluctuation causes riverbank groundwater level to fluctuate, get this region soil sample and carry out pin hole seepage deformation test, sample 14 destroys semilogarithmic plot as shown in Figure 7, visible, when observation seepage flow and head are in when suddenling change, show that the soil body starts large-scale damage, flex point value can locate its critical infiltration energy pressure, be embodied in water body to become muddy, occur that the graininess soil body flows out, the aperture in test sample 14 becomes large.
Claims (10)
1., for a head pressure control system for pin hole seepage deformation test, comprise water-storing device (11) and to the feed pipe (1) that seepage deformation device (12) supplies water, it is characterized in that:
Described feed pipe (1) comprises a vibration means for main pipe for supplying water (1-1) and at least one water supply arm (1-2) be communicated with this vibration means for main pipe for supplying water (1-1), and the quantity of described water supply arm (1-2) corresponds to the quantity of seepage deformation device (12); One end of described vibration means for main pipe for supplying water (1-1) is communicated with water-storing device (11), the other end is communicated with each water supply arm (1-2), and vibration means for main pipe for supplying water (1-1) is also provided with a drainpipe be communicated with it (10); One end that each water supply arm (1-2) is not connected with vibration means for main pipe for supplying water (1-1) is then communicated with the water inlet pipe (16) in each seepage deformation device (12) respectively;
Described vibration means for main pipe for supplying water (1-1) is disposed with fixed displacement pump (2), the first accumulator (3), flow speed control valve (4), reduction valve (5), the second accumulator (6) and tensimeter (7) from water inlet end to its water outlet end direction; Described drainpipe (10) is arranged between the first accumulator (3) and flow speed control valve (4), and drainpipe (10) is provided with surplus valve (9);
Described each water supply arm (1-2) is respectively arranged with a stop valve (8) and a tensimeter (7).
2. the head pressure control system for pin hole seepage deformation test according to claim 1, is characterized in that: described fixed displacement pump (2) is vane pump or peristaltic pump.
3. the head pressure control system for pin hole seepage deformation test according to claim 1 and 2, is characterized in that: described water-storing device (11) is pond or water tank.
4., for a device for pin hole seepage deformation test, comprise head pressure control system and several seepage deformation devices (12), it is characterized in that:
The feed pipe (1) that described head pressure control system comprises water-storing device (11) and supplies water to seepage deformation device (12), wherein:
Described feed pipe (1) comprises a vibration means for main pipe for supplying water (1-1) and at least one water supply arm (1-2) be communicated with this vibration means for main pipe for supplying water (1-1), and the quantity of described water supply arm (1-2) corresponds to the quantity of seepage deformation device (12); One end of described vibration means for main pipe for supplying water (1-1) is communicated with water-storing device (11), the other end is communicated with each water supply arm (1-2), and vibration means for main pipe for supplying water (1-1) is also provided with a drainpipe be communicated with it (10); One end that each water supply arm (1-2) is not connected with vibration means for main pipe for supplying water (1-1) is then communicated with the water inlet pipe (16) in each seepage deformation device (12) respectively;
Described vibration means for main pipe for supplying water (1-1) is disposed with fixed displacement pump (2), the first accumulator (3), flow speed control valve (4), reduction valve (5), the second accumulator (6) and tensimeter (7) from water inlet end to its water outlet end direction; Described drainpipe (10) is arranged between the first accumulator (3) and flow speed control valve (4), and drainpipe (10) is provided with surplus valve (9);
Described each water supply arm (1-2) is respectively arranged with a stop valve (8) and a tensimeter (7);
Described seepage deformation device (12) comprises the first lid (15), the second lid (20) and sampling and the cutting ring (18) of sample preparation, wherein:
Described first lid (15) has one by its surface to inner the first recessed chamber of the first lid (15), the profile of the shape of this first chamber and cutting ring (18) matches, and the first lid (15) is also provided with and the water inlet pipe of this first chamber (16) and gas outlet (17);
One is offered on the surface to inner the second recessed chamber of the second lid (20) and the 3rd chamber with this second chamber in one of them of the second lid (20), the shape of described second chamber and the profile of cutting ring (18) match, the central axes of described second chamber and the 3rd chamber, and the bore of the second chamber is greater than the bore of the 3rd chamber; In the 3rd chamber, be filled with the second filter medium (21), the second lid (20) is also provided with the rising pipe (23) with described 3rd chamber;
The mode that the opening of opening in upper first chamber of the first lid (15) of described first lid (15) and the second lid (20) and upper second chamber of the second lid (20) is just right is arranged, and is removably linked together by web member;
Described cutting ring (18) is placed in the space be made up of the second chamber of the first chamber of the first lid (15) and the second lid (20), and the bottom of cutting ring (18) upper knife edge one end is placed in the connecting portion of upper second chamber of the second lid (20) and the 3rd chamber, cutting ring (18) is filled with the first filter medium (22) away between the bottom of one end to the first chamber of blade, between the periphery wall of cutting ring (18) and the internal perisporium of the internal perisporium of the first chamber and the second chamber, is provided with seal; Now, the central axes of the central axis of the central axis of the central axis of the upper water inlet pipe (16) of the first lid (15), the first chamber, the second chamber, the central axis of the 3rd chamber, the central axis of cutting ring (18) and rising pipe (23).
5. the device for pin hole seepage deformation test according to claim 4, is characterized in that: the fixed displacement pump (2) in described head pressure control system is vane pump or peristaltic pump.
6. the device for pin hole seepage deformation test according to claim 4, it is characterized in that: in seepage deformation device (12), the internal perisporium of the first chamber offers at least one annular groove, the internal perisporium of the second chamber offers at least one annular groove, and described seal is placed in described annular groove.
7. the device for pin hole seepage deformation test according to claim 4, is characterized in that: in seepage deformation device (12), and described the first filter medium (22) is gravel; Described the second filter medium (21) is the ringwise permeable stone of shape, and the external diameter of this permeable stone and the bore of the 3rd chamber match, and its internal diameter is equal to or slightly greater than the bore of rising pipe (23); When this permeable stone is placed in the 3rd chamber, the central axes of its axis and rising pipe (23).
8. the device for pin hole seepage deformation test according to claim 4, is characterized in that: described web member is bolt (24), nut (25).
9. the device for pin hole seepage deformation test according to claim 4, is characterized in that: described gas outlet (17) is provided with stop valve (8).
10. the device for pin hole seepage deformation test according to claim 4, is characterized in that: the periphery wall of described cutting ring (18) is labeled with the graduation apparatus (18-1) representing distance.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520414652.XU CN204731133U (en) | 2015-06-16 | 2015-06-16 | A kind of head pressure control system for pin hole seepage deformation test and device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520414652.XU CN204731133U (en) | 2015-06-16 | 2015-06-16 | A kind of head pressure control system for pin hole seepage deformation test and device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204731133U true CN204731133U (en) | 2015-10-28 |
Family
ID=54389472
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520414652.XU Withdrawn - After Issue CN204731133U (en) | 2015-06-16 | 2015-06-16 | A kind of head pressure control system for pin hole seepage deformation test and device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204731133U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105021504A (en) * | 2015-06-16 | 2015-11-04 | 中国地质科学院岩溶地质研究所 | Water head pressure control system and apparatus for pinhole seepage deformation test |
| CN107240346A (en) * | 2017-07-20 | 2017-10-10 | 长江水利委员会长江科学院 | The experiment simulator and method of a kind of quantitative study karst collapse |
| CN107991211A (en) * | 2017-10-20 | 2018-05-04 | 四川大学 | A kind of irregular sample coefficient of permeability tester of difference hydraulic condition and test method |
| CN109142194A (en) * | 2018-11-09 | 2019-01-04 | 北京华横新技术开发公司 | Impermeability test equipment and anti-leakage detector for water |
| CN113740030A (en) * | 2021-11-05 | 2021-12-03 | 水利部交通运输部国家能源局南京水利科学研究院 | Pipeline resistance parameter detection system and detection method |
-
2015
- 2015-06-16 CN CN201520414652.XU patent/CN204731133U/en not_active Withdrawn - After Issue
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105021504A (en) * | 2015-06-16 | 2015-11-04 | 中国地质科学院岩溶地质研究所 | Water head pressure control system and apparatus for pinhole seepage deformation test |
| CN105021504B (en) * | 2015-06-16 | 2018-05-29 | 中国地质科学院岩溶地质研究所 | A kind of head pressure control system and device for pin hole seepage deformation test |
| CN107240346A (en) * | 2017-07-20 | 2017-10-10 | 长江水利委员会长江科学院 | The experiment simulator and method of a kind of quantitative study karst collapse |
| CN107991211A (en) * | 2017-10-20 | 2018-05-04 | 四川大学 | A kind of irregular sample coefficient of permeability tester of difference hydraulic condition and test method |
| CN109142194A (en) * | 2018-11-09 | 2019-01-04 | 北京华横新技术开发公司 | Impermeability test equipment and anti-leakage detector for water |
| CN113740030A (en) * | 2021-11-05 | 2021-12-03 | 水利部交通运输部国家能源局南京水利科学研究院 | Pipeline resistance parameter detection system and detection method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204731133U (en) | A kind of head pressure control system for pin hole seepage deformation test and device | |
| CN101545481B (en) | Multifunctional pump system test bed and control method thereof | |
| CN107560866B (en) | Fuel nozzle flow comprehensive basic test bed and test method thereof | |
| CN201654010U (en) | Plugging tester | |
| CN101358917B (en) | Multifunction seepage experimental apparatus for loose crushing medium | |
| CN104674784A (en) | Control device of slope tide level under super gravity | |
| CN103195110A (en) | Stable bucket-shaped foundation sinking negative pressure testing device | |
| CN112627783A (en) | Experimental device for improving gas injection recovery ratio through low-frequency pressure transformation | |
| CN105951694A (en) | Remote automatically-controlled water saving system for gates in irrigation district | |
| CN203917556U (en) | A kind of automatic pressure relief device of hydraulic extrusion press for three-way pipe fitting | |
| CN111561281A (en) | Drilling fluid leak protection leaking stoppage effect evaluation experiment system | |
| CN204694601U (en) | A kind of device for pin hole seepage deformation test | |
| CN215408588U (en) | Bridge type concentric water distributor | |
| CN201851726U (en) | Pilot overflow valve | |
| CN205246494U (en) | Concrete anti -permeability apparatus | |
| CN105021504A (en) | Water head pressure control system and apparatus for pinhole seepage deformation test | |
| CN101581208B (en) | Automatic flow balancing water injector for oil field downhole | |
| CN106226503A (en) | A kind of adjustable ring presses the Oil in Super-low Permeability core holding unit of continuous non-uniform Distribution | |
| CN201259498Y (en) | Pressure providing device for large three axis flowing test instrument | |
| CN110082220A (en) | A kind of porous guiding fracturing experiments device of true triaxial | |
| CN204903490U (en) | Two multi -functional rock core fasteners of confined pressure of fine and close oil reservoir of crack nature and experimental apparatus | |
| CN202812354U (en) | Thread plug-in type pressure-reducing valve | |
| CN201795126U (en) | Automatic water draining valve | |
| CN102128273A (en) | Fire hydrant rapid valve | |
| CN208396691U (en) | For testing the imitative experimental appliance of natural gas well atomizing effect |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20151028 Effective date of abandoning: 20180529 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20151028 Effective date of abandoning: 20180529 |