Slurry shield tunnel face slurry pressure experimental testing device and testing method
Technical Field
The invention belongs to the technical field of slurry pressure test of shield tunnels, and particularly relates to a slurry pressure test device for a slurry shield tunnel face, and a slurry pressure test method for the slurry shield tunnel face. The method is suitable for laboratory test of the slurry pressure chamber applied by the tunnel face of the slurry shield tunnel.
Background
In recent years, along with the rapid development of urban underground traffic tunnels and river-crossing and sea-crossing tunnels, shield tunneling machines are widely applied due to the advantages of good construction safety, high speed, small disturbance, high economic benefit and the like. The stability of the tunnel face has important influence on safe and efficient construction of the tunnel and effective control of earth surface subsidence in the shield tunnel construction process, and in slurry shield construction, the water and soil pressure of the tunnel face is balanced mainly by means of the applied slurry pressure, so that the stability of the tunnel face is guaranteed. In the construction process, the mud water pressure at the face cannot be directly monitored due to the construction complexity of the face, the mud water pressure applied to the face is judged and controlled mainly by the experience of operation technicians at present, the pressure in the mud water bin is simply considered to be identical to the mud water pressure distribution form and size at the face in the related research, and obviously, the method has unreasonable points. Because the disc is arranged between the face and the mud water bin at intervals and the disc is provided with an opening, the mud water pressure between the face and the mud water bin has certain relevance, and the mud water pressure in the mud water bin is easy to measure in construction, so that the mud water pressure value at the face can be obtained through inversion analysis by measuring the pressure value in the mud water bin, and further the face can be controlled effectively. The related documents such as a pressure control mechanism model and experimental study of a sealed cabin of a soil pressure balance shield in the prior art show that the soil pressure in the soil pressure cabin is associated with the soil pressure at the position of the tunnel face to a certain extent, however, the numerical simulation method cannot simulate the actual states of existence and distribution of the soil pressure in the tunnel face and the soil pressure cabin during shield tunneling, the conclusion is limited by numerical simulation analysis, the demonstration method needs to be carried out through the corresponding experimental method, and the soil body and the muddy water force transmission form are different to a certain extent. Therefore, the research on the experimental device capable of truly and effectively reflecting the occurrence state of the mud water flowing in the face and the mud water bin in the shield tunneling is particularly important, the mapping relation between the water pressure of the face and the mud water pressure of the mud water bin is determined through experiments, the water pressure at the face is predicted according to the monitoring result of the mud water pressure of the mud water bin, and the experimental device has important significance for stability control of the face.
Disclosure of Invention
The invention aims to solve the problems in the prior art, and provides a slurry pressure experimental testing device for a slurry shield tunnel face and a slurry pressure experimental testing method for the slurry shield tunnel face. The mud water pressure values of the corresponding positions in the tunnel face and the mud water bin are tested by setting different experimental conditions, the mapping function relation between the mud water pressure of the tunnel face and the mud water pressure value of the mud water bin is obtained by correlation analysis, the mud water pressure value at the tunnel face can be predicted better by monitoring the mud water pressure value of the mud water bin, powerful theoretical support is provided for dynamic control of the supporting pressure of the tunnel face, and safe and efficient construction is guaranteed.
The utility model provides a slurry shield face muddy water pressure experiment testing arrangement, including the soil box, but still include movable metal casing, soil box intercommunicating pore has been seted up to the lateral wall of soil box, the shell intercommunicating pore has been seted up to the lateral wall of movable metal casing, cylindric muddy water storehouse passes through the horizontal level of brace table and sets up in movable metal casing, muddy water storehouse one end is provided with opening control piece and wears out shell intercommunicating pore and soil box intercommunicating pore seamless connection, muddy water storehouse other end is sealed, muddy water storehouse top is connected with the buffer tank through muddy water advance pipe, muddy water storehouse bottom is connected with the muddy water pump through muddy water exit tube, muddy water pump passes through muddy water connecting pipe and is connected with the buffer tank, the inner wall of soil box is located the partial cover of soil box intercommunicating pore that is equipped with the reinforcing bar net from top to bottom on the reinforcing bar net be provided with a plurality of and muddy water pressure gauge one-to-one height correspondence, the muddy water pressure gauge is connected with pore water pressure memory, muddy water pressure gauge is provided with the valve on the muddy water advance pipe.
The opening control piece comprises a connecting shaft, a first baffle and a second baffle, wherein the first baffle and the second baffle are respectively provided with a circulation port, the first baffle and the second baffle are respectively sleeved on the connecting shaft and can be circumferentially rotated by the connecting shaft, and the first baffle and the second baffle are attached to each other.
The soil box and the movable metal shell are connected through a flange.
A slurry shield tunnel face slurry pressure experimental test method comprises the following steps:
step 1, separating a soil box from a movable metal shell, and controlling the opening ratio of an opening of a mud water bin communicated with a soil box communication hole to be experimental setting opening ratio through an opening control piece;
step 2, the soil box and the movable metal shell are installed together, and the soil box communication hole is communicated with the muddy water bin;
step 3, taking down the pore water pressure storage and the top plate of the soil box, filling soil used in the experiment into the soil box, compacting the soil to meet the experiment requirement, installing the top plate of the soil box, and placing the pore water pressure storage on the top plate of the soil box;
step 4, adding mud-water slurry required by experiments into the buffer tank until the mud-water slurry surface in the buffer tank reaches a set position and remains stable and unchanged;
step 5, opening a mud water pump, setting the flow rate of the mud water pump, opening a valve, opening a pore water pressure storage and a mud water pressure storage when the flow of mud water slurry is stable, and reading and recording pore water pressure data and mud water pressure data;
and 6, closing the mud water pump and the valve, and fitting the pore water pressure data and the mud water pressure data measured by the mud water pressure gauge and the pore water pressure gauge corresponding to the height position obtained in the step 5 to obtain a mapping relation function of the pore water pressure and the mud water pressure in the mud water bin under the condition of the opening ratio set by experiments: p (P) m =A×P n -B, wherein P n Is the pressure variable, P, of the muddy water in the muddy water bin 12 under the current aperture ratio condition m For pore water pressure variable under the current aperture ratio condition, A and B are constant coefficients of a mapping relation function under the aperture ratio condition set by experiments;
step 7, opening a muddy water pump to drain muddy water in a muddy water sump, adjusting the opening ratio to the opening ratio set in the next experiment, repeating the steps 1-6, and testing the mapping relation function of the pore water pressure and the muddy water pressure in the muddy water sump under the condition of different opening ratios: p (P) m =A×P n -B;
Step 8, fitting A under the conditions of different aperture ratios and corresponding aperture ratios to obtain a function A' taking the aperture ratio as an independent variable, and fitting B under the conditions of different aperture ratios and corresponding aperture ratios to obtainObtaining a mathematical expression P of pore water pressure (face mud water pressure) and mud water pressure in a mud water bin under the influence of the relative opening rate by using the function B' with the opening rate as an independent variable m =A’×P n -B’ 。
Compared with the prior art, the invention has the following advantages:
the simulated cement slurry flowing state is closer to the actual situation, so that the data obtained by monitoring the water pressure in the cement bin and the mud water pressure at the face are more real and effective, the mapping relation between the water pressure in the cement bin and the mud water pressure at the face can be obtained by fitting and analyzing two groups of data obtained by monitoring, and the size of a gap on the fixed baffle can be changed by arranging the opening control piece on the fixed baffle in the device, so that the influence of the cutter head opening ratio on the mud water pressure of the face and the mud water pressure of the mud water bin can be studied, and a powerful theoretical basis can be provided for dynamically regulating the mud water pressure in the mud water bin and guaranteeing the stability of the face; in addition, the invention has the advantages of convenient operation, low cost, strong reliability and the like, and has stronger popularization and use values.
Drawings
FIG. 1 is a schematic diagram of a slurry pressure test device for a slurry shield tunnel face;
FIG. 2 is a schematic plan view of a stationary barrier;
FIG. 3 is a schematic plan view of a fixed baffle after changing the aperture ratio;
FIG. 4 is a schematic diagram of the fitting relationship between the mud water pressure of the mud water bin and the water pressure of the face aperture.
In the figure: 1-pore water pressure storage, 2-muddy water pressure storage, 3-buffer tank, 401-muddy water inlet pipe, 402-muddy water outlet pipe, 403-muddy water connecting pipe, 5-muddy water pump, 6-opening control piece, 7-soil box, 8-reinforcing mesh, 9-pore water pressure gauge, 10-opening control piece, 11-supporting table, 12-muddy water bin, 13-muddy water pressure gauge, 14-movable metal shell, 15-valve, 16-soil box communication hole and 17-shell communication hole.
Detailed Description
The technical scheme of the invention is further described in detail below with reference to the accompanying drawings:
example 1
As shown in fig. 1, a slurry shield tunnel face muddy water pressure experiment testing device comprises a soil box 7, further comprising a movable metal shell 14, soil box communication hole 16 is formed in the side wall of the soil box 7, shell communication hole 17 is formed in the side wall of the movable metal shell 14, cylindrical muddy water bin 12 is horizontally arranged in the movable metal shell 14 through a supporting table 11, an opening control piece 10 is arranged at one end of the muddy water bin 12 and penetrates through the shell communication hole 17 to be in seamless connection with the soil box communication hole 16, the other end of the muddy water bin 12 is sealed, the top of the muddy water bin 12 is connected with a buffer box 3 through a muddy water inlet pipe 401, the bottom of the muddy water bin 12 is connected with a muddy water pump 5 through a muddy water outlet pipe 402, the muddy water pump 5 is connected with the buffer box 3 through a muddy water connecting pipe 403, a plurality of muddy water pressure gauges 13 are vertically arranged on the path of muddy water in the muddy water bin 12 from top to bottom, a part of the inner wall of the soil box 7 is covered with a reinforcing steel bar net 8, a plurality of pore water pressure gauges 9 corresponding to the height of the muddy water pressure gauges 13 are arranged on the reinforcing bar net 8 from top to bottom, the pore pressure gauges 9 are connected with the muddy water pressure gauges 1 and the muddy water pressure gauges 13, and the muddy water pressure sensors 401 are connected with the muddy water pressure sensors 15.
The opening control member 10 comprises a connecting shaft, a first baffle and a second baffle, wherein the first baffle and the second baffle are respectively provided with a circulation port, the first baffle and the second baffle are respectively sleeved on the connecting shaft and can be circumferentially rotated by the connecting shaft, and the first baffle and the second baffle are attached to each other.
The soil box 7 is connected with the movable metal shell 14 through a flange.
The top plate of the soil box 7 can be detached, and the pore water pressure storage device 1 is placed on the top plate of the soil box 7.
The axis of the mud sump 12, the axis of the soil box communication hole 16, and the axis of the housing communication hole 17 are collinear.
Example 2:
a slurry pressure test method for a slurry shield tunnel face by using the slurry pressure test device for a slurry shield tunnel face according to embodiment 1 comprises the following steps
Step 1, separating a soil box 7 from a movable metal shell 14, and controlling the opening ratio of an opening of a mud water bin 12 communicated with a soil box communication hole 16 to be an experimental set opening ratio through an opening control piece 10;
step 2, the soil re-box 7 and the movable metal casing 14 are installed together, and the soil box communication hole 16 is communicated with the mud water bin 12;
step 3, taking down the top plates of the pore water pressure storage device 1 and the soil box 7, filling soil used in experiments into the soil box 7, compacting the soil to meet the experimental requirements, installing the top plate of the soil box 7, and placing the pore water pressure storage device 1 on the top plate of the soil box 7;
step 4, adding mud-water slurry required by experiments into the buffer tank 3 until the mud-water slurry surface in the buffer tank 3 reaches a set position and keeps stable and unchanged;
step 5, opening the mud water pump 5, setting the flow of the mud water pump 5, opening the valve 15, opening the pore water pressure storage 1 and the mud water pressure storage 2 when the flow of mud water slurry is stable, and reading and recording pore water pressure data and mud water pressure data;
and 6, closing the mud water pump 5 and the valve 15, and fitting the pore water pressure data and the mud water pressure data measured by the mud water pressure gauge 13 and the pore water pressure gauge 9 which are corresponding to the height positions obtained in the step 5 to obtain a mapping relation function of pore water pressure (face mud water pressure) and mud water pressure in the mud water bin 12 under the condition of the opening ratio set by experiments: p (P) m =A×P n -B, wherein P n Is the pressure variable, P, of the muddy water in the muddy water bin 12 under the current aperture ratio condition m For the pore water pressure variable (tunnel face mud water pressure variable) under the current aperture ratio condition, A and B are constant coefficients of a mapping relation function fitted under the aperture ratio condition set by experiments;
step 7, opening a mud water pump 5 to drain mud water in a mud water bin 12, adjusting the opening ratio to the opening ratio set in the next experiment, repeating the steps 1-6, and testing the mapping relation function of the pore water pressure and the mud water pressure in the mud water bin 12 under the condition of different opening ratios: p (P) m =A×P n -B;
Step 8,Fitting A under the condition of different aperture ratios and corresponding aperture ratios to obtain a function A 'taking the aperture ratio as an independent variable, fitting B under the condition of different aperture ratios and corresponding aperture ratios to obtain a function B' taking the aperture ratio as the independent variable, and fitting a required correlation coefficient R 2 Not less than 0.9, obtaining a mathematical expression P of pore water pressure (face mud water pressure) and mud water pressure in the mud water bin 12 under the influence of the related aperture ratio m =A’×P n -B’ 。
Example 3:
the slurry pressure test method of the slurry shield tunnel face by using the slurry pressure test device of the slurry shield tunnel face disclosed in the embodiment 1 by taking the sandy soil stratum disclosed in the tunnel construction process as an experimental soil sample comprises the following steps of
Step 1, separating the soil box 7 from the movable metal shell 14, and controlling the opening ratio of an opening of the mud water bin 12 communicated with the soil box communicating hole 16 to be 22.2% by an opening control piece 10;
step 2, the soil re-box 7 and the movable metal casing 14 are installed together, and the soil box communication hole 16 is communicated with the mud water bin 12;
step 3, taking down the top plates of the pore water pressure storage 1 and the soil box 7, filling a sand sample with the water content of 12% into the soil box 7, and compacting the sand sample in layers until the density reaches 2.6g/cm 3 Installing a top plate of the soil box 7 and placing the pore water pressure storage 1 on the top plate of the soil box 7 stably;
step 4, adding slurry required by experiments into the buffer tank 3, wherein the slurry is cement slurry with a water-cement ratio of 1:1 until the slurry surface in the buffer tank 3 reaches 1/3 of the height of the buffer tank 3 and keeps stable;
step 5, opening the mud water pump 5, setting the flow rate of the mud water pump 5 to be 5L/min, opening the valve 15, opening the pore water pressure storage 1 and the mud water pressure storage 2 when the flow of mud water slurry is stable, and reading and recording pore water pressure data and mud water pressure data; the pore water pressure data are read from the top to bottom according to the position of the pore water pressure gauge 9, and the read values of the corresponding mud water pressure gauges are respectively 0.46MPa, 0.48MPa, 0.5MPa, 0.52MPa and 0.54MPa, wherein the read values are 0.434MPa, 0.462MPa, 0.485MPa, 0.509MPa and 0.533 MPa.
And 6, closing the mud water pump 5 and the valve 15, and fitting the pore water pressure data and the mud water pressure data measured by the mud water pressure gauge 13 and the pore water pressure gauge 9 which are corresponding to the height position obtained in the step 5 to obtain a mapping relation function of pore water pressure (face mud water pressure) and mud water pressure in the mud water bin 12 under the condition of the opening ratio set by experiments: p (P) m =A×P n -B, wherein A is 1.225 and B is 0.1279, wherein P n Is the pressure variable, P, of the muddy water in the muddy water bin 12 under the current aperture ratio condition m For the pore water pressure variable (tunnel face mud water pressure variable) under the current aperture ratio condition, A and B are constant coefficients of a mapping relation function under the aperture ratio condition set by experiments;
step 7, opening a mud water pump 5 to drain mud water in the mud water bin 12, adjusting the opening ratio to be 33%, 44.4% and 55.6% in sequence, repeating the steps 1-6, and testing the mapping relation function of pore water pressure and mud water pressure in the mud water bin 12 under different opening ratios: p (P) m =A×P n -B;
Step 8, fitting A under the condition of different aperture ratios and corresponding aperture ratios to obtain a function A 'taking the aperture ratio as an independent variable, fitting B under the condition of different aperture ratios and corresponding aperture ratios to obtain a function B' taking the aperture ratio as the independent variable, and fitting a required correlation coefficient R 2 Not less than 0.9, obtaining a mathematical expression P of pore water pressure (face mud water pressure) and mud water pressure in the mud water bin 12 under the influence of the related aperture ratio m =A’×P n -B’ 。
The specific embodiments described herein are offered by way of example only to illustrate the spirit of the invention. Those skilled in the art may make various modifications or additions to the described embodiments or substitutions thereof without departing from the spirit of the invention or exceeding the scope of the invention as defined in the accompanying claims.