CN113063581A - Centrifugal simulation device and method for pipe jacking construction of fabricated pipeline structure - Google Patents
Centrifugal simulation device and method for pipe jacking construction of fabricated pipeline structure Download PDFInfo
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- CN113063581A CN113063581A CN202110372829.4A CN202110372829A CN113063581A CN 113063581 A CN113063581 A CN 113063581A CN 202110372829 A CN202110372829 A CN 202110372829A CN 113063581 A CN113063581 A CN 113063581A
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
- G01M13/00—Testing of machine parts
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N3/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N3/02—Details
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N3/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N3/08—Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces
- G01N3/10—Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces generated by pneumatic or hydraulic pressure
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N3/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N3/08—Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces
- G01N3/10—Investigating strength properties of solid materials by application of mechanical stress by applying steady tensile or compressive forces generated by pneumatic or hydraulic pressure
- G01N3/12—Pressure testing
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2203/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N2203/0001—Type of application of the stress
- G01N2203/0003—Steady
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2203/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N2203/0014—Type of force applied
- G01N2203/0016—Tensile or compressive
- G01N2203/0017—Tensile
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2203/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N2203/0014—Type of force applied
- G01N2203/0016—Tensile or compressive
- G01N2203/0019—Compressive
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N2203/00—Investigating strength properties of solid materials by application of mechanical stress
- G01N2203/003—Generation of the force
- G01N2203/0042—Pneumatic or hydraulic means
- G01N2203/0048—Hydraulic means
Abstract
The invention discloses a centrifugal simulation device and method for pipe jacking construction of an assembled pipeline structure, and relates to the technical field of water conservancy construction. The centrifugal simulation device for the pipe-jacking construction of the fabricated pipeline structure comprises a soil body model box, a jacking mechanism, a traction mechanism, a tunneling head mechanism and a fabricated pipeline model, wherein the traction mechanism is connected with the front end of the tunneling head mechanism, one end of the fabricated pipeline model is connected with the rear end of the tunneling head mechanism, and the jacking mechanism is connected with the other end of the fabricated pipeline model. Preparing a soil body model in a soil body model box according to geological survey data, moving the pipe jacking construction centrifugal simulation device of the fabricated pipeline structure into a working hanging basket of a geotechnical centrifuge, starting the centrifuge, and testing the mechanical properties of the whole structure and the joint part of the pipeline in the jacking process. The invention can ensure that the load level of the prototype pipe joint is basically consistent with that of the prototype, thereby reflecting the mechanical behavior of the prototype to the maximum extent and realizing the accurate test of the mechanical property.
Description
Technical Field
The invention relates to the technical field of water conservancy construction, in particular to a centrifugal simulation device and method for pipe jacking construction of an assembled pipeline structure.
Background
Pipe jacking construction is a common trenchless construction method in engineering construction. Because the disturbance to the soil body is smaller, the caused ground building settlement deformation is smaller, the interference to the traffic is smaller, and the method has certain advantages in municipal works such as subways, cross-river tunnels, sewage pipes, utility tunnels and the like. Specifically, in the pipe jacking construction process, a working well and a receiving well are respectively arranged at two ends of a line, a tunneling machine head, a pipeline, a hydraulic jack and other equipment are arranged in the working well, a tunneling machine head cutter disc cuts soil bodies and carries out soil discharging through an earth discharging machine and other equipment, meanwhile, the friction force between the pipeline and the surrounding soil bodies is overcome by means of the thrust generated by jacking equipment, the pipeline is jacked section by section until the tunneling machine head reaches the receiving well, and the laying of an underground pipeline structure is completed.
With the increasing requirements for section size in engineering construction, pipes are often manufactured by adopting prefabricated structures. For the integration formed by the tunneling machine head and the subsequent pipeline, the head part of the tunneling machine bears the soil water pressure on the front side, the outer surface of the subsequent pipeline structure bears the soil water pressure and the frictional resistance, and the tail end of the pipeline structure bears the jacking force. For each pipe section, the stress difference of the pipe sections at different positions is larger, the axial force of the pipe section close to the tunneling machine head is smaller, the axial force of the pipe section close to the jacking equipment is larger, in addition, the assembled type pipeline has transverse joints among different pipelines and longitudinal joints among different prefabricated structures in the pipe section, and the stress deformation of the joints is more complicated under the action of the axial force, the soil water pressure and the frictional resistance. In order to ensure the safety and stability of the pipeline structure in the construction and subsequent service stages, the mechanical properties of the joint need to be tested.
As shown in fig. 1, in the conventional joint performance test, a model is made for a local joint, a reaction frame is built, and an external force is applied to a structure by using a hydraulic jack to simulate the local stress condition of the joint, so as to test the local stress deformation characteristic of the joint.
The technical scheme has the following defects: (1) the external load can only act on a plurality of discrete points which are discretely distributed, and the difference with the situation that the soil water pressure load on the outer side of the structure is continuously distributed along the acting surface in the actual engineering is larger; (2) difficulty in applying frictional resistance to the outer surface; (3) the local stress deformation of the joint is influenced by the overall mechanical behavior of the pipeline structure, in other words, the stress deformation of a certain joint is influenced by the mechanical behavior of other joints in the pipe section, and the effect is difficult to react in the tests; (4) the test results are greatly influenced by the joint constraint conditions.
Disclosure of Invention
Therefore, the invention provides a centrifugal simulation device and method for pipe jacking construction of an assembled pipeline structure, and aims to solve the problems that the simulation environment is different from the actual condition greatly and the test result is inaccurate when the local stress condition of a joint is simulated in the prior art.
In order to achieve the above purpose, the invention provides the following technical scheme:
according to the first aspect of the invention, the centrifugal simulation device for pipe-jacking construction of the fabricated pipeline structure comprises a soil body model box, a jacking mechanism, a traction mechanism, a tunneling head mechanism and a fabricated pipeline model, wherein the soil body model is arranged in the soil body model box, tunneling openings are formed in two opposite side walls of the soil body model box, the jacking mechanism and the traction mechanism are respectively arranged on two sides of the soil body model box, the tunneling head mechanism penetrates through the soil body model through the tunneling openings, the traction mechanism is connected with the front end of the tunneling head mechanism, one end of the fabricated pipeline model is connected with the rear end of the tunneling head mechanism, and the jacking mechanism is connected with the other end of the fabricated pipeline model.
Furthermore, the traction mechanism comprises a traction hydraulic actuator, a pulley and a traction guide cable, one end of the traction guide cable is connected with the traction hydraulic actuator, and the other end of the traction guide cable is connected with the tunneling head mechanism after passing around the pulley.
Furthermore, the jacking mechanism comprises a jacking hydraulic actuator, and the jacking hydraulic actuator is connected with the other end of the assembled pipeline model through a force transmission steel plate.
Furthermore, the centrifugal simulation device for pipe jacking construction of the fabricated pipeline structure further comprises an external support box, the soil body model box is fixed in the middle of the inner side of the external support box, and the jacking mechanism and the traction mechanism are respectively fixed on two sides inside the external support box.
Furthermore, the bottom of the external support box is provided with a rear end cushion plate, and the assembled pipeline model is arranged on the upper side of the rear end cushion plate.
Furthermore, the assembled pipeline model is formed by sequentially overlapping a plurality of pipe bodies, each pipe body is formed by combining a plurality of sections of pipe walls, and the end parts of the adjacent pipe walls are mutually inserted.
Furthermore, the tunneling head mechanism is a tunneling barrel, the cross section of the tunneling barrel is the same as that of the assembled pipeline model, and the front end of the tunneling barrel is arranged in a closed mode.
According to a second aspect of the present invention, the simulation method of the centrifugal simulation device for pipe jacking construction of the fabricated pipeline structure includes the following steps:
preparing a soil body model in a soil body model box according to the geological survey data, and connecting a jacking mechanism, a traction mechanism, a tunneling head mechanism and an assembled pipeline model;
moving the fabricated pipeline structure pipe jacking construction centrifugal simulation device into a geotechnical centrifuge working hanging basket, starting a centrifuge to stably lift centrifugal acceleration to Ng, wherein N is multiple, g is gravitational acceleration, and N is less than or equal to 300;
and the pushing force provided by the jacking mechanism and the pulling force provided by the traction mechanism are adjusted to realize the gradual jacking of the tunneling head mechanism and the assembled pipeline model, and the mechanical properties of the whole structure and the joint part of the pipeline are tested in the jacking process.
Further, lubricating and drag-reducing treatment is carried out on the outer surface of the fabricated pipeline model to simulate the drag-reducing effect of slurry in the jacking process of the prototype.
The invention has the following advantages:
the invention prepares a soil model consistent with a construction site in a soil model box, adjusts the thrust provided by a jacking mechanism and the tension provided by a traction mechanism, realizes the gradual jacking of a tunneling head mechanism and an assembled pipeline model, and tests the mechanical properties of the integral structure and a joint part of a pipeline in the jacking process.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below. It should be apparent that the drawings in the following description are merely exemplary, and that other embodiments can be derived from the drawings provided by those of ordinary skill in the art without inventive effort.
The structures, ratios, sizes, and the like shown in the present specification are only used for matching with the contents disclosed in the specification, so that those skilled in the art can understand and read the present invention, and do not limit the conditions for implementing the present invention, so that the present invention has no technical significance, and any structural modifications, changes in the ratio relationship, or adjustments of the sizes, without affecting the functions and purposes of the present invention, should still fall within the scope of the present invention.
FIG. 1 is a schematic diagram of a test model for testing the performance of a joint in the prior art;
FIG. 2 is a perspective view of a centrifugal simulation apparatus for pipe jacking construction of an assembled pipeline structure according to an embodiment of the present invention;
FIG. 3 is a top view of the centrifugal simulation apparatus for pipe jacking construction of an assembled pipeline structure according to an embodiment of the present invention;
FIG. 4 is a cross-sectional view taken at A-A of FIG. 3;
FIG. 5 is a schematic view of a soil model box according to an embodiment of the invention;
FIG. 6 is a perspective view of a fabricated piping model according to an embodiment of the present invention;
FIG. 7 is a front view of a fabricated piping model according to an embodiment of the present invention;
figure 8 is a perspective view of a ripping head mechanism according to an embodiment of the present invention;
in the figure: the method comprises the following steps of 1, an external support box 2, a soil model box 3, a soil model 4, an assembled pipeline model 5, a jacking hydraulic actuator 6, a force transmission steel plate 7, a traction hydraulic actuator 8, a traction guide cable 9, a pulley 10, a tunneling head mechanism 11, a front end base plate 12, a rear end base plate 13, an actuator pedestal 14, a tunneling opening 15, a pipe body 16, an upper pipe wall 17, a middle pipe wall 18, a lower pipe wall 19 and a plug.
Detailed Description
The present invention is described in terms of particular embodiments, other advantages and features of the invention will become apparent to those skilled in the art from the following disclosure, and it is to be understood that the described embodiments are merely exemplary of the invention and that it is not intended to limit the invention to the particular embodiments disclosed. 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 present specification, the terms "upper", "lower", "left", "right", "middle", and the like are used for the sake of clarity only, and are not intended to limit the scope of the present invention, and changes or modifications of the relative relationship thereof are also regarded as the scope of the present invention without substantial changes in the technical contents.
Referring to fig. 2-4, the centrifugal simulation device for pipe jacking construction of the fabricated pipeline structure comprises an external support box 1, a soil body model box 2, a jacking mechanism, a traction mechanism, a tunneling head mechanism 10 and a fabricated pipeline model 4, wherein the soil body model box 2 is fixed in the middle of the inner side of the external support box 1. A soil model 3 is arranged in a soil model box 2, a jacking mechanism and a traction mechanism are respectively arranged on two sides of the soil model box 2 and fixed in an external support box 1, a tunneling head mechanism 10 penetrates through the soil model 3, the traction mechanism is connected with the front end of the tunneling head mechanism 10, one end of an assembled pipeline model 4 is connected with the rear end of the tunneling head mechanism 10, and the jacking mechanism is connected with the other end of the assembled pipeline model 4. The external supporting box 1 is a box body comprising a bottom plate and a side wall and is used for supporting internal structures such as a soil body model box 2, a jacking mechanism, a traction mechanism and the like. The soil body model box 2 is arranged on a middle bottom plate of the external supporting box 1 and is also a box body comprising a bottom plate and a side wall.
The traction mechanism comprises a traction hydraulic actuator 7, a pulley 9 and a traction guide cable 8, one end of the traction guide cable 8 is connected with the traction hydraulic actuator 7, and the other end of the traction guide cable is connected with a tunneling head mechanism 10 after passing around the pulley 9. The bottom of the external support box 1 is provided with a front end backing plate 11, the front end backing plate 11 is arranged on the front side of the soil body model box 2, a pulley 9 is fixed on the front end backing plate 11 through a bolt, the front end of the tunneling head mechanism 10 is connected with a traction hydraulic actuator 7 through a traction guide rope 8 and the pulley 9 and can move forwards under the action of pulling force, and the traction hydraulic actuator 7 is fixed on the inner wall of the external support box 1 through the bolt.
The jacking mechanism comprises a jacking hydraulic actuator 5, the jacking hydraulic actuator 5 is connected with the other end of the assembled pipeline model 4 through a force transmission steel plate 6, and the assembled pipeline model 4 can move forwards under the action of thrust. An actuator pedestal 13 is fixed in the external support box 1, and the jacking hydraulic actuator 5 is fixed on the actuator pedestal 13 through a bolt. The bottom of the external support box 1 is provided with a rear end pad 12, and the fabricated piping model 4 is disposed on the upper side of the rear end pad 12. The heading head mechanism 10 is in planar contact with the fabricated pipeline model 4, and only pressure and friction can be transmitted.
Referring to fig. 5, two opposite side walls of the soil model box 2 are provided with tunneling openings 14 for facilitating the jacking of the assembled pipeline model 4 and the tunneling head mechanism 10, the tunneling head mechanism 10 penetrates the soil model 3 through the tunneling openings 14, a rubber water stop is arranged between the tunneling openings 14 and the assembled pipeline model 4, and the rubber water stop is arranged between the tunneling openings 14 and the tunneling head mechanism 10 to prevent water in the soil model 3 from leaking in the jacking process.
Referring to fig. 6-7, the fabricated pipeline model 4 is formed by sequentially overlapping a plurality of pipe bodies 15, each pipe body 15 is formed by combining a plurality of sections of pipe walls, and the end parts of the adjacent pipe walls are mutually inserted. To simulate a prototype fabricated duct. The pipe walls in this embodiment include an upper pipe wall 16, a lower pipe wall 18 and an intermediate pipe wall 17, the two intermediate pipe walls 17 are respectively connected between the upper pipe wall 16 and the lower pipe wall 18, the upper pipe wall 16 and the intermediate pipe wall 17 are connected through a plug 19, and the intermediate pipe wall 17 and the lower pipe wall 18 are also connected through the plug 19.
Referring to fig. 8, the tunneling head mechanism 10 is a tunneling cylinder, the shape of the cross section of the tunneling cylinder is the same as that of the assembled pipeline model 4, the front end of the tunneling cylinder is sealed, and the tunneling cylinder corresponds to the original soil mass of the space to be jacked in the prototype jacking process.
The simulation method of the centrifugal simulation device for the pipe jacking construction of the fabricated pipeline structure comprises the following steps of:
preparing a soil model 3 in a soil model box 2 according to geological survey data, and connecting structures such as a jacking hydraulic actuator 5, a traction hydraulic actuator 7, a tunneling head mechanism 10, an assembled pipeline model 4 and a base plate;
moving the fabricated pipeline structure pipe jacking construction centrifugal simulation device into a geotechnical centrifuge working hanging basket, starting a centrifuge to stably lift centrifugal acceleration to Ng after completing connection and debugging of data acquisition equipment, wherein N is multiple, g is gravitational acceleration, and the maximum N can be 300; the super-gravity field provided by the geotechnical centrifuge is used for reproducing the prototype stress, so as to simulate the soil pressure, water pressure and frictional resistance acting on the outer surface of the pipeline model.
Based on the centrifugal model test similarity theory, the prototype stress field can be reproduced under the condition of ensuring the similarity of the prototype, the model soil body material and the geometry. After the preset centrifugal acceleration is achieved and stabilized for a period of time, the gradual jacking of the tunneling head mechanism 10 and the assembled pipeline model 4 is achieved by adjusting the pushing force provided by the jacking hydraulic actuator 5 and the pulling force provided by the pulling hydraulic actuator 7, the longitudinal axial stress in the prototype assembled pipeline can be simulated by adjusting the pushing force provided by the jacking mechanism and the pulling force provided by the pulling mechanism, the gradual jacking of the tunneling head mechanism 10 and the assembled pipeline model 4 is achieved, and the mechanical properties of the whole structure of the pipeline and the joint part are tested in the jacking process.
According to the invention, the front end backing plate 11 and the rear end backing plate 12 are laid on the front side and the rear side of the soil body model box 2, so that the tunneling head mechanism 10, the assembled pipeline model 4 and other structures are always in the same horizontal plane, and the backing plates are fixedly connected with the bottom plate of the external support box 1 through bolts. In order to simulate the drag reduction effect of the slurry in the jacking process of the prototype, the outer surface of the assembled pipeline model 4 is subjected to lubrication and drag reduction treatment.
The invention prepares the soil model 3 consistent with the construction site in the soil model box 2, adjusts the pushing force provided by the pushing mechanism and the pulling force provided by the pulling mechanism, realizes the gradual pushing of the tunneling head mechanism 10 and the assembled pipeline model 4, tests the mechanical properties of the whole structure and the joint part of the pipeline in the pushing process, compared with the existing test mode, the invention can ensure that the load level (the external surface soil pressure, the water pressure, the frictional resistance and the internal axial stress) of the prototype pipe joint is basically consistent with the prototype, further reflects the prototype mechanical behavior to the maximum extent, and realizes the accurate test of the mechanical properties.
Although the invention has been described in detail above with reference to a general description and specific examples, it will be apparent to one skilled in the art that modifications or improvements may be made thereto based on the invention. Accordingly, such modifications and improvements are intended to be within the scope of the invention as claimed.
Claims (9)
1. The utility model provides an assembled pipeline structure push pipe construction centrifugation analogue means which characterized in that: the centrifugal simulation device for the pipe-jacking construction of the fabricated pipeline structure comprises a soil body model box (2), a jacking mechanism, a traction mechanism, a tunneling head mechanism (10) and a fabricated pipeline model (4), wherein the soil body model (3) is arranged in the soil body model box (2), tunneling openings (14) are formed in two opposite side walls of the soil body model box (2), the jacking mechanism and the traction mechanism are respectively arranged on two sides of the soil body model box (2), the tunneling head mechanism (10) penetrates through the soil body model (3) through the tunneling openings (14), the traction mechanism is connected with the front end of the tunneling head mechanism (10), one end of the fabricated pipeline model (4) is connected with the rear end of the tunneling head mechanism (10), and the jacking mechanism is connected with the other end of the fabricated pipeline model (4).
2. The fabricated pipe structure jacking pipe construction centrifugal simulation device of claim 1, wherein: the traction mechanism comprises a traction hydraulic actuator (7), a pulley (9) and a traction guide cable (8), one end of the traction guide cable (8) is connected with the traction hydraulic actuator (7), and the other end of the traction guide cable is connected with a tunneling head mechanism (10) after passing around the pulley (9).
3. The fabricated pipe structure jacking pipe construction centrifugal simulation device of claim 1, wherein: the jacking mechanism comprises a jacking hydraulic actuator (5), and the jacking hydraulic actuator (5) is connected with the other end of the assembled pipeline model (4) through a force transmission steel plate (6).
4. The fabricated pipe structure jacking pipe construction centrifugal simulation device of claim 1, wherein: the centrifugal simulation device for the pipe jacking construction of the fabricated pipeline structure further comprises an external support box (1), a soil body model box (2) is fixed in the middle of the inner side of the external support box (1), and a jacking mechanism and a traction mechanism are respectively fixed on two sides of the interior of the external support box (1).
5. The fabricated pipe structure jacking pipe construction centrifugal simulation device of claim 4, wherein: the bottom of the external supporting box (1) is provided with a rear end backing plate (12), and the assembled pipeline model (4) is arranged on the upper side of the rear end backing plate (12).
6. The fabricated pipe structure jacking pipe construction centrifugal simulation device of claim 1, wherein: the assembled pipeline model (4) is formed by sequentially overlapping a plurality of pipe bodies (15), each pipe body (15) is formed by combining a plurality of sections of pipe walls, and the end parts of the adjacent pipe walls are mutually inserted.
7. The fabricated pipe structure jacking pipe construction centrifugal simulation device of claim 1, wherein: the tunneling head mechanism (10) is a tunneling barrel, the cross section of the tunneling barrel is the same as that of the assembled pipeline model (4), and the front end of the tunneling barrel is arranged in a closed mode.
8. The simulation method of the centrifugal simulation device for pipe jacking construction of the fabricated pipeline structure as claimed in any one of claims 1 to 7, wherein: the simulation method comprises the following steps:
preparing a soil model (3) in a soil model box (2) according to geological survey data, and connecting a jacking mechanism, a traction mechanism, a tunneling head mechanism (10) and an assembled pipeline model (4);
moving the fabricated pipeline structure pipe jacking construction centrifugal simulation device into a geotechnical centrifuge working hanging basket, starting a centrifuge to stably lift centrifugal acceleration to Ng, wherein N is multiple, g is gravitational acceleration, and N is less than or equal to 300;
and the pushing force provided by the jacking mechanism and the pulling force provided by the traction mechanism are adjusted to realize the gradual jacking of the tunneling head mechanism (10) and the assembled pipeline model (4), and the mechanical properties of the whole structure and the joint part of the pipeline are tested in the jacking process.
9. The simulation method of the fabricated pipeline structure pipe-jacking construction centrifugal simulation device according to claim 8, wherein: and lubricating and drag-reducing treatment is carried out on the outer surface of the assembled pipeline model (4) so as to simulate the drag-reducing effect of slurry in the jacking process of the prototype.
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| CN202110372829.4A CN113063581A (en) | 2021-04-07 | 2021-04-07 | Centrifugal simulation device and method for pipe jacking construction of fabricated pipeline structure |
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| CN202110372829.4A CN113063581A (en) | 2021-04-07 | 2021-04-07 | Centrifugal simulation device and method for pipe jacking construction of fabricated pipeline structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114002076A (en) * | 2021-11-02 | 2022-02-01 | 中交四航局第七工程有限公司 | Indoor test simulation device and method for push bench construction |
| CN114414117A (en) * | 2022-01-26 | 2022-04-29 | 合肥市市政设计研究总院有限公司 | Be suitable for friction testing arrangement that pipe curtain box culvert pushed in |
-
2021
- 2021-04-07 CN CN202110372829.4A patent/CN113063581A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114002076A (en) * | 2021-11-02 | 2022-02-01 | 中交四航局第七工程有限公司 | Indoor test simulation device and method for push bench construction |
| CN114414117A (en) * | 2022-01-26 | 2022-04-29 | 合肥市市政设计研究总院有限公司 | Be suitable for friction testing arrangement that pipe curtain box culvert pushed in |
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