CN217425103U - Slurry fluidity testing device - Google Patents

Slurry fluidity testing device Download PDF

Info

Publication number
CN217425103U
CN217425103U CN202221000430.XU CN202221000430U CN217425103U CN 217425103 U CN217425103 U CN 217425103U CN 202221000430 U CN202221000430 U CN 202221000430U CN 217425103 U CN217425103 U CN 217425103U
Authority
CN
China
Prior art keywords
slurry
storage tank
fluidity
test
pipe
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN202221000430.XU
Other languages
Chinese (zh)
Inventor
阮承志
詹涛
于万友
孟宪彪
张彪
陈梦成
许开成
黄大维
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Rail Transit Engineering Co Ltd of China Railway 19th Bureau Group Co Ltd
Original Assignee
Rail Transit Engineering Co Ltd of China Railway 19th Bureau Group Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Rail Transit Engineering Co Ltd of China Railway 19th Bureau Group Co Ltd filed Critical Rail Transit Engineering Co Ltd of China Railway 19th Bureau Group Co Ltd
Priority to CN202221000430.XU priority Critical patent/CN217425103U/en
Application granted granted Critical
Publication of CN217425103U publication Critical patent/CN217425103U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Testing Of Devices, Machine Parts, Or Other Structures Thereof (AREA)

Abstract

The utility model relates to a slurry mobility testing arrangement belongs to hydrodynamics technical field. The device comprises an air pump, a slurry storage tank, a fluidity test tube, a pressure test device and a pipeline valve. The device can be used for measuring the pressure loss of the slurry with different proportions in the grouting pipe under constant pressure, thereby breaking through the current situation that the temporary instrumentations measure the fluidity of the slurry accurately and quantitatively. The fluidity of the slurry is quantitatively measured, so that a basis is provided for scientifically and reasonably determining the slurry ratio. The utility model has simple and easy test method and intuitive and accurate test process; the method is suitable for the fluidity test of various types and proportions of slurry.

Description

Slurry fluidity testing device
Technical Field
The utility model relates to a slurry mobility testing arrangement belongs to hydrodynamics technical field.
Background
The construction often needs slurry materials which are injected into the stratum, and when the content of the extremely fine particles and water in the slurry is higher, the pressure loss of the slurry in a grouting pipe during the injection is smaller, and the pressure at the outlet of the grouting pipe is higher, so that the slurry is injected into the stratum more. However, the higher the content of the ultrafine particles and water in the slurry, the greater the amount of final shrinkage deformation of the slurry in the formation, and the poorer the grouting effect. Therefore, it is necessary to quantitatively measure the pressure loss of the slurry in the grouting pipe, thereby scientifically and reasonably determining the proportioning of the slurry.
However, in the experiment, there is no apparatus for quantitatively measuring the fluidity of the slurry in the grouting pipe, and in order to evaluate the fluidity of the slurry in the engineering, a consistometer is generally used, and when the standard cone is not sunk into the slurry any more in the measurement, the sinking depth of the cone is used as a test index for evaluation. However, the sinking depth of the cone is greatly influenced by manual operation when the device is adopted, the results of two tests before and after the slurry with the same proportion are greatly different, and more importantly, the sinking depth of the cone is not internally connected with the pressure loss of the slurry in the grouting pipe, and the corresponding relation is not strong.
SUMMERY OF THE UTILITY MODEL
In view of this, the utility model provides a thick liquid mobility testing arrangement, it tests the pressure loss of thick liquid in the slip casting pipe in the engineering quantitatively to the pulping liquid material is joined in marriage scientifically rationally.
The utility model provides a slurry fluidity testing device, which comprises an air pump, a slurry storage tank, a pressure monitoring device in the tank and a fluidity testing pipe; the slurry storage tank is connected with the fluidity test pipe, a connecting valve corresponding to the fluidity test pipe is arranged on the slurry storage tank, a pipe tail valve is arranged on the fluidity test pipe, the slurry storage tank is respectively connected with the tank internal pressure monitoring device and the air pump, and a first pressure test device and a second pressure test device are arranged on the fluidity test pipe.
The top of the slurry storage tank is provided with a sealing cover, the slurry storage volume of the slurry storage tank is 50-80 liters, and the diameter of the sealing cover is 18-22 cm.
The tank internal pressure monitoring device and the air pump are respectively connected with the top of the slurry storage tank, and the air pump is connected with the slurry storage tank through a first air pipe.
The fluidity test tube is positioned at the bottom of the slurry storage tank, and the connecting valve is positioned at the bottom of the slurry storage tank and corresponds to the fluidity test tube.
The first pressure testing device and the second pressure testing device are respectively located at two ends of the fluidity testing pipe, the first pressure testing device is located at one end, close to the slurry storage tank, of the fluidity testing pipe, and the second pressure testing device is located at one end, far away from the slurry storage tank, of the fluidity testing pipe.
And the first pressure testing device, the second pressure testing device and the flowability testing pipe are connected through a second air pipe.
The pipe tail valve is positioned at one end of the fluidity test pipe, which is far away from the slurry storage tank.
The utility model has the advantages that:
the utility model provides a slurry fluidity testing device, which quantitatively tests the pressure loss of the slurry in the engineering in a grouting pipe so as to scientifically and reasonably prepare slurry materials, and has simple and easy testing method and intuitive and accurate testing process; it is suitable for the fluidity test of various types and proportions of slurries.
Drawings
Fig. 1 is the overall structure schematic diagram of the slurry fluidity testing device of the present invention.
(1, air pump, 2, slurry storage tank, 3, connecting valve, 4, tank pressure monitoring device, 5, first pressure testing device, 6, fluidity testing tube, 7, second pressure testing device, 8, second air tube, 9, tube tail valve)
Detailed Description
The following detailed description of the preferred embodiments of the present invention will be made with reference to the accompanying drawings.
As shown in fig. 1: the utility model provides a structure and a method for a stratum reinforcing grouting pipe, which comprises an air pump 1, a slurry storage tank 2, a tank internal pressure monitoring device 4 and a fluidity test pipe 6; the slurry storage tank 2 is connected with the fluidity test tube 6, the slurry storage tank 2 is provided with a connecting valve 3 corresponding to the fluidity test tube 6, the fluidity test tube 6 is provided with a tube tail valve 9, the slurry storage tank 2 is respectively connected with the tank internal pressure monitoring device 4 and the air pump 1, and the fluidity test tube 6 is provided with a first pressure test device 5 and a second pressure test device 7.
The utility model discloses well slurry storage tank 2 top is equipped with sealed lid, slurry storage tank 2 stores up the thick liquid volume and is 50-80 liters, sealed lid diameter is 18-22 cm.
The utility model discloses well tank internal pressure monitoring device 4, air pump 1 are connected with 2 tops of thick liquid storage tank respectively, be connected through being equipped with first trachea between air pump 1 and the thick liquid storage tank 2.
The utility model discloses well mobility test tube 6 is located the 2 bottoms of thick liquid storage tank, it is corresponding with mobility test tube 6 that connection valve 3 is located the 2 bottoms of thick liquid storage tank.
The utility model discloses well first pressure test device 5, second pressure test device 7 are located the 6 both ends of mobility test pipe respectively, first pressure test device 5 is located mobility test pipe 6 and is close to the 2 one ends of thick liquid storage tank, second pressure test device 7 is located mobility test pipe 6 and keeps away from the 2 one ends of thick liquid storage tank.
The utility model discloses in all be connected through being equipped with second trachea 8 between first pressure test device 5, second pressure test device 7 and the mobility test pipe 6.
The utility model discloses well pipe tail valve 9 is located mobility test tube 6 and keeps away from 2 one ends of thick liquid storage tank.
Pouring the slurry to be detected into the slurry storage tank 2, and then installing a sealing cover;
opening a pipe tail valve 9 and a connecting valve 3, and injecting air into the slurry storage tank 2;
a pressure gauge reading at the top of the stock tank 2 was taken as P0,
when the preset pressure is reached, the air pump 1 is switched on and off, and the preset pressure P0 is kept;
respectively reading the reading of the first pressure testing device 5 as P1 and the reading of the first pressure testing device 5 as P2 after the slurry flows out from the tail of the pipe and the flow rate is stable;
after a group of tests are finished, the first air pipe and the first air pipe at the two ends of the fluidity test pipe 6 are flushed through by an air pump to prevent slurry from being blocked, so that the pressure test precision is influenced, and the first air pipe are filled with water again;
the pressure loss of the slurry flowing through the unit length after the test is calculated and is expressed by the formula P':
P′=(P 1 -P 2 )/L。
the working principle is as follows: the fluidity testing tube 6 is connected with the slurry storage tank 2, the connecting valve 3 is installed between the two instruments, the tube tail valve 9 is installed at the tail part of the fluidity testing tube 6, the first pressure testing device 5 and the second pressure testing device 7 are respectively installed at two ends of the fluidity testing tube 6, and the connected second air tube 8 is filled with water and is closed to be opened and closed to the front valve and the rear valve. The slurry storage tank 2 is connected with the air pump 1 through a first air pipe, another quick connector above the slurry storage tank 1 is connected with a pressure gauge, an internal pressure monitoring device 4 is connected with the pressure gauge, slurry to be detected is poured into the slurry storage tank 2, and then the sealing cover is installed.
Opening a pipe tail valve 9 and a connecting valve 3, injecting air into the slurry storage tank 2, enabling the slurry to flow in the fluidity test pipe 6, reading a reading of a pressure gauge at the top of the slurry storage tank 2 as P0, adjusting a switch of the air pump 1 after reaching a preset pressure, keeping the preset pressure P0., and respectively reading a reading of the first pressure test device 5 as P1 and a reading of the second pressure test device 7 as P2 after the slurry flows out of the pipe tail and the flow rate is stable. After a set of test is completed, the front end and the rear end of the fluidity test tube 6 are flushed through by the air pump through the second air tube 8 for connecting the pressure test device to prevent slurry from blocking, so that the pressure test precision is influenced, and the second air tube 8 is filled with water to complete a set of test process. The pressure loss of the slurry flowing through the unit length after the test is calculated and is expressed by the formula P':
P′=(P 1 -P 2 )/L
the present invention and its embodiments have been described above, and the description is not intended to be limiting, and the drawings show only one embodiment of the present invention, and the actual configuration is not limited thereto. In summary, those skilled in the art should be able to conceive of the present invention without creative design of the similar structural modes and embodiments without departing from the spirit of the present invention, and all such modifications should fall within the protection scope of the present invention.

Claims (7)

1. The slurry fluidity testing device is characterized by comprising an air pump (1), a slurry storage tank (2), a tank pressure monitoring device (4) and a fluidity testing pipe (6); be connected between slurry storage tank (2) and mobility test pipe (6), be equipped with on slurry storage tank (2) with mobility test pipe (6) corresponding connecting valve (3), be equipped with on mobility test pipe (6) tail-pipe valve (9), slurry storage tank (2) are connected with tank internal pressure monitoring devices (4), air pump (1) respectively, be equipped with first pressure test device (5), second pressure test device (7) on mobility test pipe (6).
2. A slurry fluidity test device according to claim 1, wherein: the top of the pulp storage tank (2) is provided with a sealing cover, the pulp storage volume of the pulp storage tank (2) is 50-80 liters, and the diameter of the sealing cover is 18-22 cm.
3. A slurry fluidity testing device according to claim 1, wherein: the tank internal pressure monitoring device (4) and the air pump (1) are respectively connected with the top of the slurry storage tank (2), and the air pump (1) is connected with the slurry storage tank (2) through a first air pipe.
4. A slurry fluidity test device according to claim 1, wherein: the fluidity test tube (6) is positioned at the bottom of the grout storage tank (2), and the connecting valve (3) is positioned at the bottom of the grout storage tank (2) and corresponds to the fluidity test tube (6).
5. A slurry fluidity testing device according to claim 1, wherein: first pressure test device (5), second pressure test device (7) are located mobility test pipe (6) both ends respectively, first pressure test device (5) are located mobility test pipe (6) and are close to mud storage tank (2) one end, second pressure test device (7) are located mobility test pipe (6) and keep away from mud storage tank (2) one end.
6. A slurry fluidity testing device according to claim 1, wherein: the first pressure testing device (5), the second pressure testing device (7) and the fluidity testing pipe (6) are connected through a second air pipe (8).
7. A slurry fluidity testing device according to claim 1, wherein: and the pipe tail valve (9) is positioned at one end of the fluidity test pipe (6) far away from the slurry storage tank (2).
CN202221000430.XU 2022-04-27 2022-04-27 Slurry fluidity testing device Active CN217425103U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202221000430.XU CN217425103U (en) 2022-04-27 2022-04-27 Slurry fluidity testing device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202221000430.XU CN217425103U (en) 2022-04-27 2022-04-27 Slurry fluidity testing device

Publications (1)

Publication Number Publication Date
CN217425103U true CN217425103U (en) 2022-09-13

Family

ID=83184502

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202221000430.XU Active CN217425103U (en) 2022-04-27 2022-04-27 Slurry fluidity testing device

Country Status (1)

Country Link
CN (1) CN217425103U (en)

Similar Documents

Publication Publication Date Title
CN208736781U (en) A kind of no lateral confinement measuring gas permebility device
CN102704403B (en) Prestressed mud jacking trolley and circulating mud jacking method
CN108051351B (en) A kind of loose media osmotic grouting simulation experiment method
CN210598875U (en) Metering device for drilling fluid continuous irrigation during tripping-in and tripping-out of drilling well
CN108061592B (en) A method of for half grout sleeve standard grout amount of quick field calibration reinforcing bar
CN106290107B (en) The coarse intersection crack permeation flow tester of one kind and method
CN108332816A (en) Measure device and its measurement method that river surface and ground water exchanges water
CN109738330A (en) Prestressed concrete beam corrugated conduit mud jacking density monitoring device and method
CN210005078U (en) Monitoring device for grouting fullness of prefabricated concrete structure steel bar sleeve
CN207096048U (en) A kind of self-circulation type permeameter improves device
CN217425103U (en) Slurry fluidity testing device
CN103149142A (en) Device and method for determining permeability coefficient of plastic diaphragm wall
CN113049450A (en) Pore medium slurry penetration diffusion test system and design operation method
CN202644408U (en) Prestress grouting trolley
CN210005530U (en) device for detecting grouting fullness of steel bar sleeve
CN103575616A (en) Foaming performance testing device for shield muck-improving foaming agent and using method of foaming performance testing device
CN114923833B (en) High osmotic concrete osmotic coefficient's survey device
CN109269960B (en) Method and device for detecting grouting compactness of sleeve
CN206470090U (en) A kind of grout inspection equipment and device
CN105510041B (en) A kind of pipeline applied to water flow testing stand
CN109750795A (en) A kind of grout sleeve with detection pipe and its be in the milk plumpness detection and benefit paste-making method
CN217631337U (en) Accurate controlling means of sleeve grout plumpness
CN217006003U (en) Magnetic turning plate liquid level meter
CN212674543U (en) Absorption tower pH value measuring and sampling device
CN211955483U (en) Detect sleeve grout plumpness device

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant