CN215986074U - Laboratory detection device for shield slurry film forming performance - Google Patents

Laboratory detection device for shield slurry film forming performance Download PDF

Info

Publication number
CN215986074U
CN215986074U CN202122240746.8U CN202122240746U CN215986074U CN 215986074 U CN215986074 U CN 215986074U CN 202122240746 U CN202122240746 U CN 202122240746U CN 215986074 U CN215986074 U CN 215986074U
Authority
CN
China
Prior art keywords
chamber
deionized water
slurry
steel wire
stainless steel
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
CN202122240746.8U
Other languages
Chinese (zh)
Inventor
刘中欣
王东欣
张庆军
杨云
牛得草
吴立朋
赵世永
辛松鹤
焦磊
张玉龙
李桂杰
刘龙飞
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.)
Shijiazhuang Tiedao University
China Railway 15th Bureau Group Co Ltd
Urban Rail Transit Engineering Co Ltd of China Railway 15th Bureau Group Co Ltd
Original Assignee
Shijiazhuang Tiedao University
China Railway 15th Bureau Group Co Ltd
Urban Rail Transit Engineering Co Ltd of China Railway 15th 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 Shijiazhuang Tiedao University, China Railway 15th Bureau Group Co Ltd, Urban Rail Transit Engineering Co Ltd of China Railway 15th Bureau Group Co Ltd filed Critical Shijiazhuang Tiedao University
Priority to CN202122240746.8U priority Critical patent/CN215986074U/en
Application granted granted Critical
Publication of CN215986074U publication Critical patent/CN215986074U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

The utility model relates to a laboratory detection device for shield slurry film-forming performance, and belongs to the technical field of tunnel engineering excavation. The device comprises a barrel, wherein the barrel comprises a mud chamber, a deionized water chamber, a powerful stirring mechanism and a stirring fan, two stainless steel wire meshes are arranged between the deionized water chamber and the mud chamber, and rock-soil bodies are added between the two stainless steel wire meshes; the powerful stirring mechanism is arranged in the slurry chamber and is connected with an external speed reducer and an external motor; the deionized water chamber is internally provided with the stirring fan; the cylinder body also comprises a grouting hole, a pressurizing hole, a feeding hole, a water discharging hole, a fluorescent lamp and an illumination intensity sensor. The method utilizes pressure difference to press the slurry from the slurry chamber into the deionized water chamber through the rock-soil body, and reflects the quality of the film forming performance of the slurry in a specific rock-soil body species by measuring the change of the light transmission capacity of the deionized water after the slurry enters.

Description

Laboratory detection device for shield slurry film forming performance
Technical Field
The utility model relates to a laboratory detection device for shield slurry film-forming performance, and belongs to the technical field of tunnel engineering excavation.
Background
In the last 20 years, China has built a plurality of river-crossing tunnels and water delivery tunnels, such as Nanjing Yangtze tunnel, Shanghai Yangtze tunnel, Hangzhou Qianjiang tunnel, south China water and North China Water transfer engineering and the like. Shenzhen, Wuhan, Hangzhou, Shanghai and the like still build a large number of cross-river tunnels. The slurry pressurizing shield is particularly suitable for excavation and supporting of underwater tunnels/tunnels. During construction, slurry is injected into a sealed compartment of the shield, and the stability of a soil body of an excavation surface is ensured through slurry pressurization and soil water pressure balance of the excavation surface. The pressurized mud permeates to the stratum of the excavation face, larger particles in the mud can be filtered on the surface of the stratum to form a mud film with small permeability, and the mud film enables the mud pressure to be converted into supporting force. The film forming performance of the slurry is the key for ensuring the effective transmission of pressure, so the quality of the film forming performance of the slurry directly influences the construction safety and progress. The existing slurry performance tests comprise density, viscosity, grain composition, sand content, water loss, pH value, stability, colloid rate and the like, and rarely relate to the test of film forming performance. The practical mud film forming ability check out test set of development can accelerate the trial-match process of mud, can shorten the time limit for a project again, has realistic meaning to the shield structure construction.
SUMMERY OF THE UTILITY MODEL
Aiming at the problems in the prior art, the utility model provides a laboratory detection device for the film forming property of shield slurry, which is used for pressing the slurry from a slurry chamber into a deionized water chamber through a rock-soil body by using pressure difference and reflecting the film forming property of the slurry in a specific rock-soil body by measuring the change of the light transmission capacity of the deionized water after the slurry enters.
In order to solve the problems, the utility model adopts the following technical scheme:
the laboratory detection device for the shield slurry film-forming property comprises a barrel, wherein a slurry chamber, a deionized water chamber, a powerful stirring mechanism and a stirring fan are arranged in the barrel, two stainless steel wire meshes are arranged between the deionized water chamber and the slurry chamber, and a rock-soil body is added between the two stainless steel wire meshes; the powerful stirring mechanism is arranged in the slurry chamber and is connected with an external speed reducer and an external motor; the deionized water chamber is internally provided with the stirring fan; the cylinder body also comprises a grouting hole, a pressurizing hole, a feeding hole, a water discharging hole, a fluorescent lamp and an illumination intensity sensor; the grouting holes and the pressurizing holes are formed in the top of the mud chamber; a water outlet and a fluorescent lamp are arranged at the top of the deionized water chamber, and an illumination intensity sensor is also arranged at the bottom of the deionized water chamber; the feed opening sets up in two stainless steel wire net tops.
Furthermore, the mud chamber and the deionized water chamber are cylindrical, the wall thickness is 5 mm-10 mm, the inner diameter is 30 cm-50 cm, and the length is 30 cm-50 cm.
Furthermore, meshes of the two stainless steel wire meshes are square, the side length of each mesh is 2-4 mm, the diameter of each steel wire is 0.5-1 mm, and the distance between the two stainless steel wire meshes is 5-8 cm.
Further, the fluorescent lamp is a directional emission fluorescent lamp, and the illumination intensity is 800-.
Further, the measurement range of the illumination intensity sensor is 0-1000 lux, and the measurement error is less than or equal to 2%.
Adopt the produced beneficial effect of above-mentioned technical scheme to lie in:
the film forming performance of the slurry is difficult to test by using a conventional method, and the quality of the film forming performance of the slurry in a rock-soil body is obtained by changing the light transmission capacity of the deionized water chamber after the slurry enters the deionized water chamber from the slurry chamber through the rock-soil body under the action of the measured pressure difference. If the light transmission capacity is changed very little, the formed mud film can effectively prevent mud from penetrating; if the light transmission capacity is greatly changed, the formed mud film can not effectively prevent mud from penetrating. The used principle is clear, and the equipment is simple.
Drawings
For a clearer explanation of the solution of the utility model, the following brief description of the drawings required for this solution is given:
FIG. 1 is a front cross-sectional view of a laboratory testing device for shield slurry film-forming properties according to the present invention;
FIG. 2 is a top view of a laboratory testing device for shield slurry film-forming properties of the present invention.
Detailed Description
The technical solutions in the implementation of the present invention will be clearly and completely described below with reference to fig. 1-2 of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention, but the present invention may be practiced in other ways than those described herein, and it will be apparent to those of ordinary skill in the art that the present invention may be practiced without departing from the spirit and scope of the present invention, and therefore the present invention is not limited to the examples disclosed below.
As shown in fig. 1-2, the laboratory detection device for the film forming property of shield slurry comprises a cylinder body, wherein the cylinder body comprises a slurry chamber 1, a deionized water chamber 2, a powerful stirring mechanism 3 and a stirring fan 4, two stainless steel wire meshes 5 are arranged between the deionized water chamber 2 and the slurry chamber 1, and rock-soil bodies are added between the two stainless steel wire meshes 5. The strong stirring mechanism 3 is arranged in the slurry chamber 1 and is connected with an external speed reducer and a motor. A stirring fan 4 is arranged in the deionized water chamber 2. The cylinder body also comprises a grouting hole 6, a pressurizing hole 7, a feeding hole 8, a water discharging hole 9, a fluorescent lamp 10 and an illumination intensity sensor 11. The injection hole 6 and the pressurizing hole 7 are provided at the top of the mud chamber 1. The top of the deionized water chamber 2 is provided with a water drainage hole 9 and a fluorescent lamp 10, and the bottom of the deionized water chamber 2 is also provided with an illumination intensity sensor 11. The feed opening 8 sets up in 5 tops of two stainless steel wire nets.
In the embodiment, the slurry chamber 1 and the deionized water chamber 2 are cylindrical, the wall thickness is 5 mm-10 mm, the inner diameter is 30 cm-50 cm, and the length is 30 cm-50 cm. The meshes of the two stainless steel wire meshes 5 are square, the side length of each mesh is 2-4 mm, the diameter of each steel wire is 0.5-1 mm, and the distance between the two stainless steel wire meshes 5 is 5-8 cm. The fluorescent lamp 10 used was a directional emission fluorescent lamp with an illumination intensity of 800-. The measurement range of the light intensity sensor 11 is 0-1000 lux, and the measurement error is less than or equal to 2%.
The laboratory detection method for the film-forming property of the shield slurry comprises the following steps:
the method comprises the following steps: manufacturing a laboratory detection device for the film-forming performance of the shield slurry;
step two: rock and soil samples are collected from the tunnel excavation surface and filled between the two stainless steel wire meshes 5 through the feeding holes 8; if the tunnel excavation surface is a sand layer, drying the sand sample, and preparing a simulated sand sample by a rain falling method;
step three: respectively and synchronously injecting slurry and deionized water into the slurry chamber 1 and the deionized water chamber 2, and starting the powerful stirring mechanism 3 after the slurry and the deionized water chambers are filled; the rotating speed of the strong stirring mechanism 3 is between 0.5 and 2.6 revolutions per minute, and the strong stirring mechanism rotates for 1 to 3 minutes;
step four: closing the water discharge hole 9 and pressurizing the mud chamber 1; the pressure in the slurry chamber 1 is 20-40kPa higher than that in the deionized water chamber 2, and the pressurizing time is 2-3 minutes;
step five: turning on the fluorescent lamp 10 and the light intensity sensor 11
After pressurizing for 2-3 minutes, turning on a fluorescent lamp 10 and an illumination intensity sensor 11, wherein the fluorescent lamp 10 is a directional emission device, the illumination intensity is 800-1000 lux, and the measurement range of the illumination intensity sensor 11 is 0-1000 lux;
step six: the illumination intensity measured by the illumination intensity sensor 11 is divided by the illumination intensity of the fluorescent lamp 10, the ratio of the illumination intensity measured by the illumination intensity sensor to the illumination intensity of the fluorescent lamp 10 is k, and the film forming performance of the slurry is evaluated according to the value of k.
In conclusion, although the embodiments of the present invention have been described, it should be understood that the above embodiments are exemplary and not to be construed as limiting the present invention, and those skilled in the art can make changes, modifications, substitutions and alterations to the above embodiments without departing from the principles and spirit of the present invention.

Claims (5)

1. The utility model provides a shield constructs mud film forming ability laboratory detection device, its includes the barrel, its characterized in that: the cylinder comprises a mud chamber (1), a deionized water chamber (2), a powerful stirring mechanism (3) and a stirring fan (4), wherein two stainless steel wire meshes (5) are arranged between the deionized water chamber (2) and the mud chamber (1), and rock-soil bodies are added between the two stainless steel wire meshes (5); the strong stirring mechanism (3) is arranged in the mud chamber (1) and is connected with an external speed reducer and an external motor; the deionized water chamber (2) is internally provided with the stirring fan (4); the barrel body also comprises a grouting hole (6), a pressurizing hole (7), a feeding hole (8), a water draining hole (9), a fluorescent lamp (10) and an illumination intensity sensor (11); the grouting holes (6) and the pressurizing holes (7) are arranged at the top of the mud chamber (1); a water drainage hole (9) and a fluorescent lamp (10) are formed in the top of the deionized water chamber (2), and an illumination intensity sensor (11) is further arranged at the bottom of the deionized water chamber (2); the feed opening (8) is arranged at the top of the two stainless steel wire meshes (5).
2. The laboratory testing device for the film-forming property of shield slurry according to claim 1, characterized in that: the mud chamber (1) and the deionized water chamber (2) are cylindrical, the wall thickness is 5-10 mm, the inner diameter is 30-50 cm, and the length is 30-50 cm.
3. The laboratory testing device for the film-forming property of shield slurry according to claim 1, characterized in that: the meshes of the two stainless steel wire meshes (5) are square, the side length of each mesh is 2-4 mm, the diameter of each steel wire is 0.5-1 mm, and the distance between the two stainless steel wire meshes (5) is 5-8 cm.
4. The laboratory testing device for the film-forming property of shield slurry according to claim 1, characterized in that: the fluorescent lamp (10) is a directional emission fluorescent lamp with an illumination intensity of 800-.
5. The laboratory testing device for the film-forming property of shield slurry according to claim 1, characterized in that: the measurement range of the illumination intensity sensor (11) is 0-1000 lux, and the measurement error is less than or equal to 2%.
CN202122240746.8U 2021-09-16 2021-09-16 Laboratory detection device for shield slurry film forming performance Active CN215986074U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202122240746.8U CN215986074U (en) 2021-09-16 2021-09-16 Laboratory detection device for shield slurry film forming performance

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202122240746.8U CN215986074U (en) 2021-09-16 2021-09-16 Laboratory detection device for shield slurry film forming performance

Publications (1)

Publication Number Publication Date
CN215986074U true CN215986074U (en) 2022-03-08

Family

ID=80466466

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202122240746.8U Active CN215986074U (en) 2021-09-16 2021-09-16 Laboratory detection device for shield slurry film forming performance

Country Status (1)

Country Link
CN (1) CN215986074U (en)

Similar Documents

Publication Publication Date Title
CN103134745B (en) High water capacity soil and bentonite clay material permeability test cylinder, device and testing method
CN106198137B (en) A kind of three axis sample making apparatus of unimolecule high polymer stockpile and application method
CN102565307B (en) Tester and testing method for variable pressure and variable temperature accelerated corrosion
CN203083907U (en) High-water-content soil and bentonite material penetration test cylinder and testing device
CN103837385A (en) Coarse-grained soil polymer slip casting triaxial test sample kit and using method thereof
CN102353624B (en) Plastic concrete permeability test device and its test method
CN106338419A (en) Porous multi-angle adjustable-depth type split-grouting specimen preparation device and method
CN112710805A (en) Experimental system for visual seepage flow of test mine water and purification characteristic
CN106198890A (en) A kind of indoor grouting simulation test device and using method thereof
CN107014730B (en) A method of simulating true groundwater erosion Nuclear Waste Repository padded coaming
CN112858156A (en) Bentonite erosion simulation test device and test method
CN207798619U (en) It is a kind of to study experimental rig of the fine particle mobilization to calcareous sand Permeability
CN204759883U (en) Impervious curtain's test model between simulation concrete and basement rock
CN215986074U (en) Laboratory detection device for shield slurry film forming performance
CN111239370A (en) Experimental method for simulating karst collapse caused by underground water
CN113514232B (en) Segment floating model test device and method for simulating shield tunnel construction process
CN204990969U (en) Simulation reservoir dam impervious curtain's test model
CN113899885B (en) Laboratory detection method for shield mud film forming performance
CN113295846A (en) Test device and test method for detecting MICP (micro-emulsified asphalt) solidified polluted soil effect
CN112858157A (en) Device and method for researching influence of surrounding rock fracture water on erosion process of buffer material
CN104944903B (en) A kind of artificial coal's heart, its preparation method and its application
CN109989733B (en) Method and system for injecting nitrogen into oil well of karst cave type oil reservoir to recover oil
CN110967364A (en) Combined water injection huff and puff experimental device and method for nuclear magnetic resonance
CN114279934B (en) Island reef water-rich calcareous sandy soil stratum grouting simulation and permeability test device and method
CN114894655A (en) Experimental device and method for simulating combined driving of soil particle loss by back-and-forth seepage and dry-wet cycle

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant