CN110874512A - Energy consumption-based shield tunneling machine tunneling efficiency calculation method - Google Patents
Energy consumption-based shield tunneling machine tunneling efficiency calculation method Download PDFInfo
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- 230000005641 tunneling Effects 0.000 title claims abstract description 100
- 238000005265 energy consumption Methods 0.000 title claims abstract description 29
- 238000004364 calculation method Methods 0.000 title claims abstract description 19
- 239000002689 soil Substances 0.000 claims abstract description 66
- 238000000034 method Methods 0.000 claims abstract description 23
- 230000008569 process Effects 0.000 claims abstract description 14
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- 230000005484 gravity Effects 0.000 claims description 10
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- 238000004904 shortening Methods 0.000 abstract description 2
- 238000003756 stirring Methods 0.000 description 9
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- 239000002893 slag Substances 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/06—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
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Abstract
The invention discloses a shield tunneling machine tunneling efficiency calculation method based on energy consumption, and belongs to the technical field of shield tunneling machines. The invention comprises the following steps: establishing an energy consumption model in unit time based on the total thrust, the cutter head torque and the cutter head penetration degree in the tunneling process of the shield tunneling machine, wherein the cutter head penetration degree is the ratio of the propelling speed of the shield tunneling machine to the rotating speed of the cutter head; and calculating the tunneling efficiency by dividing the soil cutting amount in unit time by the energy consumption in unit time. The method clearly gives the functional relation between the tunneling efficiency of the shield tunneling machine and the control parameters, can accurately calculate the tunneling efficiency, has important engineering guidance significance for optimizing the control parameters, improving the construction efficiency and shortening the construction period, and achieves the purpose of safe and efficient construction.
Description
Technical Field
The invention relates to the technical field of shield tunneling machines, in particular to a shield tunneling machine tunneling efficiency calculation method based on energy consumption.
Background
The shield machine is widely applied to various underground tunneling construction projects, such as various tunnel projects of subways, highways, railways and the like. The shield tunneling machine tunneling system mainly comprises a propelling system, a cutter head system, a slag discharging system, a segment assembling system, a rear matching system and the like, wherein the cutter head system and the propelling system are responsible for cutting soil and propelling the shield, and the energy consumption is the most. Due to the fact that geological conditions are complex and changeable, the tunneling process mechanism is complex, and the tunneling efficiency of the shield tunneling machine is the coupling result of geological characteristics and construction control parameters. If the construction parameters are not controlled properly, not only the construction period is delayed, but also safety accidents are caused. Therefore, on the premise of ensuring the construction safety, it is necessary to establish a perfect evaluation method for the tunneling efficiency of the shield machine to reveal the mapping relationship between the tunneling efficiency and the control parameters and the geological parameters, and provide reference for the optimal setting of the tunneling control parameters of the shield machine.
At present, the tunneling efficiency of the shield tunneling machine is directly estimated only based on collected construction data, and a perfect tunneling efficiency calculation model is not provided for revealing the mapping relation between the tunneling efficiency and control parameters and geological parameters. The calculation precision of the tunneling efficiency is reduced, the construction period is delayed, and even safety accidents are caused by improper control of tunneling parameters.
Disclosure of Invention
In view of the above, in order to solve the technical defects, the invention provides a method for calculating the tunneling efficiency of a shield tunneling machine based on energy consumption.
The technical scheme adopted by the invention is as follows:
a shield tunneling machine tunneling efficiency calculation method based on energy consumption comprises the following steps:
(1) establishing an energy consumption model in unit time based on total thrust, cutter torque and cutter penetration in the tunneling process of the shield tunneling machine, wherein the cutter penetration is the ratio of the shield tunneling machine propulsion speed to the cutter rotation speed, and the unit time is 1 minute;
(2) and calculating the tunneling efficiency by dividing the soil cutting amount in unit time by the energy consumption in unit time.
Further, the total thrust model is:
in the formula, mu1Is the friction coefficient of the shield body and the surrounding soil body, gamma is the volume weight of the soil body, g is the acceleration of gravity, k0Is the lateral pressure coefficient of soil body, H is the buried depth of the shield machine, D is the diameter of the shield machine, mu2Is the friction coefficient between the shield tail sealing brush and the duct piece, n1The number of rings of segments in the tail of the shield, GsIs the self-gravity of each segment, n2Number of layers of shield tail sealing brushes, DSIs the outer diameter of the pipe piece, l is the contact length of the sealing brush and the pipe ring, pTTo seal the pressure of the brush, mu3For the coefficient of friction between rear-mounted vehicle and track, GCThe self gravity of a rear supporting vehicle, G is the self gravity of the shield machine, c is the cutter head opening rate, h is the distance from the axis of the shield machine to the ground, and p0The soil pressure in the sealed cabin is adopted.
The cutter torque model is as follows:
T＝μγHπ[(1+λ-λc)D3k0/12+(1+k0)D2L/4]+D2Vaq/8Vc+μγH0DsLsRs
in the formula, mu is the friction coefficient between the cutter head and the soil body, D is the diameter of the cutter head, and k0The lateral pressure coefficient of the soil body is shown, gamma is the volume weight of the soil body, H is the distance between the central axis of the cutter head and the ground surface, and L is the width of the outer edge of the cutter head.
The energy consumption model per unit time is as follows:
wherein ξ is the cutter penetration, ξ ═ Va/Vc，VaFor propulsion speed, VcThe rotating speed of the cutter head.
Further, the tunneling efficiency calculation formula is as follows:
wherein η is the tunneling efficiency, R is the cutter radius, VaFor propulsion speed, E is energy consumption per unit time.
Compared with the prior art, the invention has the beneficial effects that:
the energy consumption-based shield tunneling efficiency calculation method provided by the invention not only considers the energy consumption of the shield tunneling machine, but also considers the construction efficiency, definitely provides the functional relation between the tunneling efficiency and the construction control parameters, including the propelling speed and the cutter head rotating speed, improves the calculation precision of the tunneling efficiency, has important engineering guidance significance for optimizing the control parameters, improving the construction efficiency and shortening the construction period, and achieves the purpose of safe and efficient construction.
Drawings
Fig. 1 is a flowchart of a method for calculating the tunneling efficiency of a shield tunneling machine based on energy consumption according to an embodiment of the present invention;
fig. 2 is a schematic diagram of the stress of the shield tunneling machine in the tunneling process.
Detailed Description
Exemplary embodiments of the present disclosure will be described in more detail below with reference to the accompanying drawings. While exemplary embodiments of the present disclosure are shown in the drawings, it should be understood that the present disclosure may be embodied in various forms and should not be limited to the embodiments set forth herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete, and will fully convey the scope of the disclosure to those skilled in the art. It is to be noted that, unless defined otherwise, technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs; it should be noted that the shield machine in the present invention may be referred to as a shield machine.
The embodiment of the invention provides a shield tunneling machine tunneling efficiency calculation method based on energy consumption, and as shown in figure 1, the method comprises the following steps:
101. an energy consumption model in unit time is established based on total thrust, cutter head torque and cutter head penetration of the shield tunneling machine in the tunneling process, wherein the cutter head penetration is the ratio of the shield tunneling machine propulsion speed to the cutter head rotation speed, and the unit time is 1 minute.
1011. The total thrust is calculated as follows.
In the tunneling process of the shield tunneling machine, the physical process of the shield tunneling machine can be expressed by the following formula according to the mechanical principle: f- (F)f+Fp) In the formula, F is the total thrust of the shield tunneling machine, and FfThe backward resistance includes the friction force of the shield body and the surrounding soil body and the resistance formed by the back matching equipment, FpThe resistance of the soil body generated on the front surface when the shield machine tunnels, and m is the mass of the shield machineAnd a is the acceleration of the shield tunneling machine during tunneling. During the shield advancing process, the advancing speed is very slow, and the shield advancing process can be considered as uniform motion, so the acceleration is 0, namely a is 0. Therefore, the method comprises the following steps: f ═ Ff+FpNamely, the total thrust of the shield tunneling machine is equal to the sum of the resistance of the soil body in front of the cutterhead during tunneling and the backward resistance of the shield body, and the mechanical schematic diagram of the tunneling process is shown in fig. 2.
Further, the backward resistance F generated in the tunneling process of the shield tunneling machinefThe method comprises the following steps: frictional resistance F generated by shield body and surrounding soil body1Resistance F generated by friction between rear half part of shield tunneling machine and segment2Resistance F generated when the supporting vehicle behind the shield machine transports the muck3Frictional resistance F generated by self gravity of shield machine4I.e. Ff＝F1+F2+F3+F4Wherein F is1、F2、F3、F4The specific calculation method is as follows.
(1) Frictional resistance F generated by shield body and surrounding soil body1
The self weight of the soil body generates pressure on the surface of the shield, and further generates frictional resistance in the tunneling process of the shield tunneling machine, wherein the frictional resistance comprises vertical soil pressure and lateral soil pressure. As the excavation surface of the shield machine is a circular section, the vertical soil pressure and the lateral soil pressure are considered to be symmetrical up and down and left and right. Therefore, in the invention, the vertical and lateral soil pressures are calculated within the range of 0-pi/2, and then multiplied by 4 to obtain the total pressure of the shield surface. The vertical soil pressure acting on the shield body is as follows:
in the formula, PVThe vertical soil pressure is adopted, gamma is the soil mass volume weight, g is the gravity acceleration, H is the buried depth of the shield tunneling machine, and D is the diameter of the shield tunneling machine. The lateral soil pressure acting on the shield body is as follows:
in the formula, PHIs lateral soil pressure, k0Is the lateral pressure coefficient of soil body. Thus, the shield surface is subjected to a total pressure of:
therefore, the frictional resistance between the shield and the surrounding soil body can be obtained as follows:
in the formula, mu1For the friction coefficient between the shield body and the surrounding soil body, other parameters have the same meanings as those in the above formula, and are not repeated herein.
(2) Resistance F generated by friction between tail part of shield tunneling machine and duct piece2
The resistance that the friction of shield constructs the tail portion and section of jurisdiction produced does: f2＝μ2n1Gs+μ2n2πDSlpTIn the formula, mu2Is the friction coefficient between the shield tail sealing brush and the duct piece, n1The number of rings of segments in the tail of the shield, GsIs the self-gravity of each segment, n2Number of layers of shield tail sealing brushes, DSIs the outer diameter of the pipe piece, l is the contact length of the sealing brush and the pipe ring, pTIs the pressure of the sealing brush.
(3) Traction resistance F of rear matching vehicle of shield machine3
The traction resistance of the rear matching vehicle of the shield tunneling machine is as follows: f3＝μ3GCIn the formula, mu3For the coefficient of friction between rear-mounted vehicle and track, GCIs the self gravity of the rear matching vehicle.
(4) Frictional resistance F generated by self weight of shield tunneling machine4
The frictional resistance generated by the self weight of the shield tunneling machine is as follows: f4＝μ1G, wherein G is the gravity of the shield tunneling machine.
The backward resistance borne by the shield tunneling machine in the tunneling process can be calculated according to the derivation:
further, the tunneling resistance F of the front face of the cutter headpActing on the cutterhead panel for the front soil bodyPressure F onp1And a pressure F acting on the pressure-bearing partition of the capsule through the opening of the cutter headp2And (4) summing. The front soil pressure borne by the cutter head panel is as follows: fp1＝πD2k0h gamma (1-c)/4, wherein, Fp1The pressure of the soil body in front, c the opening rate of the cutter head and h the distance from the axis of the shield tunneling machine to the ground. The pressure of the soil body at the opening part of the cutter head acting on the pressure-bearing partition plate is as follows: fp2＝πD2p0c/4, in the formula, p0The soil pressure in the sealed cabin can be monitored in real time by a pressure sensor in the sealed cabin. Therefore, the resistance of the soil body in front of the front face of the cutter head when the shield tunneling machine tunnels is as follows: fp＝Fp1+Fp2＝πD2k0hγ(1-c)/4+πD2p0c/4。
Finally, the total thrust of the shield tunneling machine can be calculated according to the derivation:
1012. the cutter head torque is calculated by the following method.
The cutter head torque mainly comprises: frictional resistance torque T between the front surface of the cutter head and the soil body1The back of the cutter head and the soil body friction resistance torque T in the sealed cabin2The frictional resistance moment T between the side surface of the cutter head and the soil body3Cutting torque T generated by resistance from soil when cutter cuts soil4Resistance moment T generated when the cutter head stirring rod stirs soil in the cabin5I.e. by
Further, T1、T2、T3、T4、T5The following method was used for calculation.
(1) Torque T formed by friction between front face of cutter head and soil body1
The moment of torsion that the front of blade disc and soil body friction formed does: t is1＝μπD3k0Gamma H/12, where mu is the friction coefficient between the cutter and the soil body, D is the diameter of the cutter, and k is0And the lateral pressure coefficient of the soil body, gamma is the volume weight of the soil body, and H is the distance between the central axis of the cutter head and the ground surface.
(2) Torque T formed by friction between cutter head back and soil body2
In actual construction, the sealed cabin is not completely filled with soil, and the friction coefficient of the soil is smaller than that of the front surface of the cutter head, so that T is calculated2Multiplying by a reduction factor lambda, then T2＝λμπD3k0Gamma H (1-c)/12, wherein c is the cutter head opening rate.
It should be noted that the reduction coefficient λ is generally between 0.6-0.8, and further, λ is 0.8 when the geology is clay, 0.7 when the geology is silt, and 0.6 when the geology is sandy.
(3) Torque T formed by friction between side surface of cutter head and soil body3
The torque formed by friction between the side surface of the cutter head and the soil body is as follows: t is3＝μπD2(1+k0) Gamma HL/4, wherein L is the width of the outer edge of the cutter head.
(4) Cutting torque T of cutter head4
The cutting torque of the cutter head is as follows: t is4＝D2Vaq/8VcWherein q is the uniaxial shear strength of the soil mass.
(5) Stirring torque T of cutter stirring rod5
Soil cut by the cutter on the cutter head enters the sealed cabin through the opening of the cutter head, is stirred into soil in a plastic state through the stirring rod in the cutter head, and the resistance moment generated when the soil is stirred is the stirring torque T5The method specifically comprises the following steps: t is5＝μγH0DsLsRsIn the formula, H0Depth of soil covering for the stirring bar, DsDiameter of the dough to be stirred, LsLength of the stirring rod, RsThe distance from the bottom of the stirring rod to the central axis of the shield tunneling machine.
The total torque of the cutter head can be obtained by the derivation:
T＝T1+T2+T3+T4+T5
＝μγHπ[(1+λ-λc)D3k0/12+(1+k0)D2L/4]+D2Vaq/8Vc+μγH0DsLsRs
1013. the penetration degree of the cutter head is the cutting depth of the cutter head per rotation, and can be specifically calculated by the following formula that ξ is Va/VcIn the formula, ξ is the cutter penetration VaFor propulsion speed, VcThe rotating speed of the cutter head.
Finally, the energy consumption model of the shield machine in unit time is derived from 1011, 1012 and 1013 as follows:
the unit time referred to in the present invention is 1 minute.
102. And calculating the tunneling efficiency by dividing the soil cutting amount in unit time by the energy consumption in unit time.
The tunneling efficiency of the shield tunneling machine is the soil cutting amount in unit time divided by the energy consumption in unit time, and the specific calculation formula is as follows:
wherein η is the tunneling efficiency, R is the cutter radius, VaFor propulsion speed, E is the energy consumption per unit time, which has been calculated above.
In actual engineering, the shield tunneling machine excavation efficiency can be calculated by obtaining the shield tunneling machine parameters, the geological parameters and the construction control parameters and substituting the obtained parameters into the efficiency calculation formula.
It should be noted that the above-mentioned embodiments illustrate rather than limit the invention, and that those skilled in the art will be able to make various modifications and changes. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (3)
1. A shield tunneling machine tunneling efficiency calculation method based on energy consumption is characterized by comprising the following steps:
(1) establishing an energy consumption model in unit time based on total thrust, cutter torque and cutter penetration in the tunneling process of the shield tunneling machine, wherein the cutter penetration is the ratio of the shield tunneling machine propulsion speed to the cutter rotation speed, and the unit time is 1 minute;
(2) and calculating the tunneling efficiency by dividing the soil cutting amount in unit time by the energy consumption in unit time.
2. The energy consumption-based shield tunneling efficiency calculation method of claim 1,
the total thrust model is:
in the formula, mu1Is the friction coefficient of the shield body and the surrounding soil body, gamma is the volume weight of the soil body, g is the acceleration of gravity, k0Is the lateral pressure coefficient of soil body, H is the buried depth of the shield machine, D is the diameter of the shield machine, mu2Is the friction coefficient between the shield tail sealing brush and the duct piece, n1The number of rings of segments in the tail of the shield, GsSelf-gravity, n, of each segment2Number of layers of shield tail sealing brushes, DSIs the outer diameter of the pipe piece, l is the contact length of the sealing brush and the pipe ring, pTTo seal the pressure of the brush, mu3For the coefficient of friction between rear-mounted vehicle and track, GCThe self gravity of a rear supporting vehicle, G is the self gravity of the shield machine, c is the cutter head opening rate, h is the distance from the axis of the shield machine to the ground, and p0The soil pressure in the sealed cabin is adopted.
The cutter torque model is as follows:
T＝μγHπ[(1+λ-λc)D3k0/12+(1+k0)D2L/4]+D2Vaq/8Vc+μγH0DsLsRs
in the formula, mu is the friction coefficient between the cutter and the soil body, and D is the cutter straightnessDiameter, k0The lateral pressure coefficient of the soil body is shown, gamma is the volume weight of the soil body, H is the distance between the central axis of the cutter head and the ground surface, and L is the width of the outer edge of the cutter head.
The energy consumption model per unit time is as follows:
wherein ξ is the cutter penetration, ξ ═ Va/Vc，VaFor propulsion speed, VcThe rotating speed of the cutter head.
3. The energy consumption-based shield tunneling efficiency calculation method of the shield tunneling machine according to claim 1, wherein the tunneling efficiency calculation formula is as follows:
wherein η is the tunneling efficiency, R is the cutter radius, VaFor propulsion speed, E is energy consumption per unit time.
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111881549A (en) * | 2020-06-16 | 2020-11-03 | 中建五局土木工程有限公司 | Method for determining daily tunneling yield and construction period of viscous soil layer soil pressure balance shield |
| CN112593959A (en) * | 2020-11-18 | 2021-04-02 | 浙大宁波理工学院 | Impedance control-based shield tunneling machine compliance control method |
| CN113420482A (en) * | 2021-06-24 | 2021-09-21 | 北京安捷工程咨询有限公司 | Segment load orthogonal numerical inversion method based on structural internal force monitoring value |
| WO2022199717A1 (en) * | 2021-06-10 | 2022-09-29 | 中铁九局集团有限公司 | Method for predicting influence of construction of pipe-jacking tunneling machine on safety of overlying pipeline |
| CN117108294A (en) * | 2023-10-16 | 2023-11-24 | 山东济矿鲁能煤电股份有限公司阳城煤矿 | Intelligent monitoring system for faults of shield tunneling machine |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108241780A (en) * | 2017-12-29 | 2018-07-03 | 天津大学 | Composite shield tunnels the computational methods of cutter head torque in ground mixes geology |
| CN108268709A (en) * | 2017-12-29 | 2018-07-10 | 天津大学 | Composite shield tunnels the computational methods of gross thrust in ground mixes geology |
| US20190204806A1 (en) * | 2017-12-29 | 2019-07-04 | Chung Yuan Christian University | Method and device for synchronously optimizing efficiency and energy consumption of processing machine |
-
2019
- 2019-11-22 CN CN201911158974.1A patent/CN110874512B/en active Active
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108241780A (en) * | 2017-12-29 | 2018-07-03 | 天津大学 | Composite shield tunnels the computational methods of cutter head torque in ground mixes geology |
| CN108268709A (en) * | 2017-12-29 | 2018-07-10 | 天津大学 | Composite shield tunnels the computational methods of gross thrust in ground mixes geology |
| US20190204806A1 (en) * | 2017-12-29 | 2019-07-04 | Chung Yuan Christian University | Method and device for synchronously optimizing efficiency and energy consumption of processing machine |
Non-Patent Citations (2)
| Title |
|---|
| 孙亭帅: "基于数据挖掘的土压平衡盾构掘进参数研究", 《中国硕士学位论文全文数据库》 * |
| 宾怀成: "复合岩石地层下TBM刀盘载荷分析及滚刀布置研究", 《中国优秀硕士学位论文全文数据库》 * |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111881549A (en) * | 2020-06-16 | 2020-11-03 | 中建五局土木工程有限公司 | Method for determining daily tunneling yield and construction period of viscous soil layer soil pressure balance shield |
| CN112593959A (en) * | 2020-11-18 | 2021-04-02 | 浙大宁波理工学院 | Impedance control-based shield tunneling machine compliance control method |
| WO2022199717A1 (en) * | 2021-06-10 | 2022-09-29 | 中铁九局集团有限公司 | Method for predicting influence of construction of pipe-jacking tunneling machine on safety of overlying pipeline |
| CN113420482A (en) * | 2021-06-24 | 2021-09-21 | 北京安捷工程咨询有限公司 | Segment load orthogonal numerical inversion method based on structural internal force monitoring value |
| CN113420482B (en) * | 2021-06-24 | 2022-07-05 | 北京安捷工程咨询有限公司 | Segment load orthogonal numerical inversion method based on structural internal force monitoring value |
| CN117108294A (en) * | 2023-10-16 | 2023-11-24 | 山东济矿鲁能煤电股份有限公司阳城煤矿 | Intelligent monitoring system for faults of shield tunneling machine |
| CN117108294B (en) * | 2023-10-16 | 2024-01-12 | 山东济矿鲁能煤电股份有限公司阳城煤矿 | Intelligent monitoring system for faults of shield tunneling machine |
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