CN105669159B - A kind of rock-soil material performance based on nano effect improves method and device - Google Patents

Abstract

The invention relates to a method and device for improving the performance of rock and soil materials based on nano-effects. It consists of a magnetic mixing system, a high-entropy transmission system for mixed rock-soil materials, and a compact molding system for mixed rock-soil materials. The performance improvement method of geotechnical materials is mainly to use nano-effect-based geotechnical material performance improvement devices, using the bondability, buildability, reusability and their own strength and durability of natural geotechnical materials, combined with nanomaterials Effect and its preparation and densification technology, the rock-soil material is first prepared into nano-materials and then connected and compacted into a whole, and at the same time, the nanoparticles enter the micro-voids of the high-strength rock-soil material and are connected to each other by extension, so that the entire mixed rock-soil material becomes a whole. Realize the comprehensive improvement of the strength and durability of rock and soil materials, and carry out convenient and rapid engineering construction.

Description

A method and device for improving the performance of geotechnical materials based on nano-effects

technical field

The invention belongs to the intersection field of geotechnical engineering and new materials, in particular to a method and device for improving the performance of geotechnical materials based on nano-effects, which are suitable for building materials such as civil engineering and their use.

Background technique

The development of new building materials is an effective way to solve resource utilization and environmental protection, and it is also one of the frontier topics in the field of geotechnical engineering and new materials. Building materials are required to have the characteristics of high strength, good durability, wide adaptability, and good use functions. The improvement of major building materials represented by cement, concrete, reinforced concrete, and bricks has achieved certain progress and results. However, at present, the production, processing and construction of building materials such as cement, concrete, reinforced concrete, and bricks seriously consume resources, seriously damage the ecological environment, and cause a lot of pollution, and the basic properties such as strength and durability are still difficult to meet. Engineering needs, difficult to recycle, high cost. At the same time, a large number of useless rock and soil bodies will be generated during the construction of almost all projects such as foundation pits, foundations, foundations, tunnels, and slopes. The excavation, transportation and stacking of these rock and soil bodies not only damage the ecological environment, but are difficult to effectively control It will greatly increase the project cost. The uselessness of these natural rock and soil materials is mainly due to their low strength and poor durability, and it is difficult to meet the relevant functional requirements through masonry, resulting in waste and loss. Natural rock and soil materials have the characteristics of consolidability, buildability, reusability, wide distribution, easy access, etc., and have certain strength and durability, which makes these natural rock and soil materials have huge potential for transformation. It is expected to form a new type of building material that is harmless and harmless. Therefore, using the bondability, buildability, reusability and its own strength and durability of natural rock and soil materials, a method and device for improving the performance of rock and soil materials based on nano-effects are invented to solve the current problems of cement, concrete, Reinforced concrete, bricks and other building materials have many problems, such as large loss, serious damage to the ecological environment, heavy pollution, difficult control, and high cost; at the same time, the strength, durability, and recyclability of the existing building materials can be further improved, and the search for alternatives The existing high-loss and high-pollution building materials have very important scientific significance and practical application value.

Contents of the invention

The object of the present invention is to provide a method of utilizing itself and its nano The method and device for improving the performance of geotechnical materials by effect can realize the saving, environmental protection, low cost and recyclable utilization of building materials.

The present invention relates to a method for improving the properties of rock and soil materials based on nano-effects, which utilizes the bondability, buildability, reusability and self-strength and durability of natural rock and soil materials, and first collects natural rock and soil Put it into the rock and soil material collection and sorting system, and preliminarily sort out the rock and soil materials that are easy to nanometerize and difficult to nanometerize. Then, the easy-to-nanometer rock-soil material is transported to the rock-soil material nano-sizing system, and the nano-soil material is nano-sized according to different strength requirements by using high-pressure crushing and other nano-material preparation technologies to form a nano-soil material with a particle diameter smaller than the micro-void of the rock. , used for particle connection and compact molding; combined with secondary sorting to separate the remaining hard-to-nano-sized geotechnical materials; at the same time, transport the hard-to-nano-sized geotechnical materials from the primary sorting and secondary sorting To the high-strength rock-soil material forming system, using high-grinding technology, according to the actual needs of different projects, the high-strength rock-soil material that is difficult to nanometerize is prepared into the required type, which is used to strengthen the performance of the compact molding material. Then, according to the material performance requirements of the project, the nano-geotechnical materials and high-strength geotechnical molding materials produced by the above two materials are respectively transported to the high-entropy electric/magnetic hybrid system of rock-technical materials, and the electric/magnetic interaction, flipping vibration, etc. The nano-geotechnical material is fully mixed with the high-strength geotechnical forming material, thereby reducing the order of the nano-geotechnical material and increasing its entropy value. Then, through the high-entropy transmission system of rock-soil materials, the mixed rock-soil materials are transported and supplied to the designated location of the project, and the entropy value of the mixed rock-soil materials is further increased through rotation/vibration during the transmission process. Finally, according to the engineering requirements, various forms of templates are made, assembled and connected at the designated positions of the project to form a compact molding system of mixed rock and soil materials; Combined with engineering requirements, the mixed rock-soil material will be compacted and formed, that is, the nano-material particles will be connected and compacted into a whole, and the nano-material particles will enter the micro-voids of the high-strength rock-soil material and be connected with each other, so that the entire mixed rock-soil material becomes As a whole, it realizes the improvement of the performance of geotechnical materials and is used in the construction of various projects. In addition, because the rock and soil materials have been nano-sized and densified, their performance indicators such as tensile, compressive, shearing, and durability are much higher than their natural state, and engineering construction can be carried out conveniently and quickly according to different needs , to seek to replace the existing high-loss and high-pollution building materials.

The invention relates to a device for improving the performance of rock and soil materials based on nano-effects, which consists of a rock and soil material collection and sorting system, a rock and soil material nanometerization system, a high-strength rock and soil material forming system, and a rock and soil material high-entropy electric/magnetic hybrid system , mixed rock and soil material high-entropy transmission system, mixed rock and soil material compact forming system.

1. Geotechnical material collection and sorting system

The geotechnical material collection and sorting system consists of a geotechnical material input interface, a material primary sorter, an output controller for easy-to-nanometer geotechnical materials, an output interface for easy-to-nanometer geotechnical materials, an output controller for high-strength geotechnical materials, and a high-strength geotechnical material output controller. The material output interface and other components can realize the collection of rock and soil materials, and realize the preliminary sorting, output and control of rock and soil materials that are easy to nanometerize and difficult to nanometerize.

2. Geotechnical materials nanotechnology system

The nano-materialization system of geotechnical materials is composed of geotechnical material input interface, nano-material preparation device, material secondary sorter, nano-material output controller, nano-material output interface, high-strength material output controller, high-strength material output interface, etc. Realize the nanometerization of rock and soil materials according to different strength requirements, and realize the separation of nanometerization and difficult nanometerization geotechnical materials under different strength requirements.

3. High-strength rock and soil material forming system

The high-strength rock-soil material forming system consists of a high-strength rock-soil material input interface, a high-strength rock-soil material receiving interface, a high-strength rock-soil material former, a high-strength forming material output controller, and a high-strength forming material output interface. The high-strength geotechnical material is prepared into the required type, and the output of high-strength forming material can be controlled under different demand conditions.

4. High-entropy electric/magnetic hybrid system for rock and soil materials

The high-entropy electric/magnetic hybrid system for rock and soil materials consists of nanomaterial input interface, high-strength molding material input interface, rock and soil material comprehensive mixer, electric/magnetic generation and controller, mixed rock and soil material output controller, and mixed rock and soil material output Interface and other components can realize the mixing of nano-geotechnical materials and high-strength geotechnical molding materials, and realize the reduction of order and the increase of entropy value of nano-geotechnical materials.

5. High entropy transmission system for mixed rock and soil materials

The high-entropy transmission system of geotechnical materials consists of a mixed geotechnical material input interface, a mixed geotechnical material collector, a mixed geotechnical material transmission channel, a vibration/rotation controller, a high-entropy mixed geotechnical material output controller, and a high-entropy mixed geotechnical material output controller. The material output interface and other components can realize the transmission and supply of mixed rock and soil materials, and realize the further improvement of the entropy value of mixed rock and soil materials.

6. Mixed rock-soil material compact forming system

The dense forming system of mixed rock and soil materials is composed of heat controller, pressure controller, upper pressure applying template, side pressing template, bottom pressing template, built-in hot press, etc., which can realize the mixing of rock and soil materials under different demand conditions. Densification and forming to improve the performance of geotechnical materials.

The present invention has the following advantages:

1. It can realize the transformation of natural geotechnical materials into building materials that can meet different engineering needs.

2. It can realize the rapid improvement of the strength and durability of rock and soil materials under different demand conditions.

3. It can realize saving, environmental protection, low cost and recyclable utilization of building materials.

4. Structures of any shape can be prefabricated or conveniently constructed on site under different demand conditions.

5. It can greatly shorten the construction period of civil engineering under different demand conditions.

6. The method and device have high stability, high continuity, strong controllability, energy saving, high efficiency, low cost, simple structure, convenient operation, and no strong technical requirements for technical operators.

Description of drawings

Fig. 1 is a schematic diagram of the overall composition and structure of the device of the present invention.

in:

A. Geotechnical material collection and sorting system: A1. Geotechnical material input interface; A2. Material primary sorter; A3. Easy-to-nanometer geotechnical material output controller; A4. Easy-to-nanometer geotechnical material output interface; A5 . High-strength rock and soil material output controller; A6. High-strength rock and soil material output interface.

B. Geotechnical material nanotechnology system: B1. Geotechnical material input interface; B2. Nanomaterial preparation device; B3. Material secondary sorter; B4. Nanomaterial output controller; B5. Nanomaterial output interface; B6. High-strength material output controller; B7. High-strength material output interface.

C. High-strength rock and soil material forming system: C1. High-strength rock and soil material input interface; C2. High-strength rock and soil material receiving interface; C3. High-strength rock and soil material forming device; C4. High-strength forming material output controller; C5. High-strength forming material Output Interface.

D. High-entropy electric/magnetic mixing system for rock and soil materials: D1. Input interface for nanomaterials; D2. Input interface for high-strength molding materials; D3. Comprehensive mixer for rock and soil materials; D4. Electric/magnetic generation and controller; D5. Mixing Geotechnical material output controller; D6. Mixed geotechnical material output interface.

E. Mixed geotechnical material high-entropy transmission system: E1. Mixed geotechnical material input interface; E2. Mixed geotechnical material collector; E3. Mixed geotechnical material transmission channel; E4. Vibration/rotation controller; E5. High entropy Mixed geotechnical material output controller; E6. High-entropy mixed geotechnical material output interface.

F. Mixed rock-soil material compact forming system: F1. Heat controller; F2. Pressure controller; F3. Upper pressure formwork; F4. Side pressure formwork; F5. Bottom pressure formwork; F6. Embedded heat press .

Fig. 2 is a flow chart of a specific embodiment of a method for improving the performance of geotechnical materials based on nano-effects.

detailed description

Below in conjunction with the accompanying drawings, the technical scheme of the nano-effect-based geotechnical material performance improving device and method related to the present invention is further described:

1. A device for improving the performance of geotechnical materials based on nano-effects

(1) Geotechnical material collection and sorting system

A. The rock and soil material collection and sorting system is formed by a high-strength alloy one-time casting mold, and anti-corrosion materials are sprayed on the inner and outer surfaces. A1. Geotechnical material input interface is set in the A. Geotechnical material collection and sorting system, which is used to input the collected geotechnical material into the system. A1. Geotechnical material input interface is directly connected to A2. Material primary sorter, and geotechnical material enters A2. Material primary sorter through A1. Geotechnical material input interface, and the first sorting is carried out according to indicators such as easy crushing strength , the geotechnical materials can be divided into easy-to-nanometer geotechnical materials and high-strength (difficult-to-nanometer) geotechnical materials. A3. The output controller of easy-to-nanometer geotechnical materials is directly connected to A2. The material primary sorter, which is used to collect easy-to-nanometer geotechnical materials and control the output of easy-to-nanometer geotechnical materials according to demand; A4. Easy-to-nanometer The geotechnical material output interface is directly connected to the A3. Easy-to-nanometer geotechnical material output controller for outputting easy-to-nanometer geotechnical materials. At the same time, A5. High-strength rock and soil material output controller is also directly connected with A2. Material primary sorter, used to collect high-strength rock and soil materials, and control the output of high-strength rock and soil materials according to demand; A6. High-strength rock and soil material output interface It is directly connected with the A5. High-strength rock and soil material output controller for outputting high-strength rock and soil material.

(2) Geotechnical material nanotechnology system

B. The nanometerization system of rock and soil materials is formed by a high-strength alloy casting mold, and the inner and outer surfaces are sprayed with anti-corrosion and anti-magnetic materials. Set the B1. Geotechnical material input interface in the B. Geotechnical material nanotechnology system, and the B1. Geotechnical material input interface is connected to the A4. Easy-to-nanometer geotechnical material output interface, which is used to transport the easy-to-nanometer geotechnical material to B .Inside the nanoscale system of geotechnical materials. B2. The nanomaterial preparation device is directly connected to the input interface of B1. Geotechnical materials. The easy-to-nanometer geotechnical materials enter the B2. Nanomaterial preparation device through the B1. Geotechnical material input interface. The B2. Nanomaterial preparation device uses high-pressure crushing and other nano Material preparation technology, according to different strength requirements, the nano-geotechnical materials are formed to form nano-geotechnical materials with particle diameters smaller than rock micro-voids. B3. material secondary sorter is connected with B2. nanometer material preparation device, and the geotechnical material passing through B2. nanometer material preparation device enters B3. Nanoized and non-nanoized. B4. Nanomaterial output controller is connected with B3. Material secondary sorter, used to collect nanometerized rock and soil materials, and control the output of nanometerized rock and soil materials according to requirements; B5. Nanomaterial output interface and B4. The nano-material output controller is connected to output nano-geotechnical materials. At the same time, B6. High-strength material output controller is connected with B3. Material secondary sorter, used to collect high-strength rock and soil materials that have not been nanometerized, and control the output of high-strength rock and soil materials according to requirements; B7. High-strength material output interface and B6. The high-strength material output controller is connected to output high-strength rock and soil materials.

(3) High-strength rock and soil material forming system

C. The high-strength rock-soil material forming system is formed by high-strength alloy one-time casting molds, and anti-corrosion and anti-magnetic materials are sprayed on the inner and outer surfaces. Set C1. High-strength rock-soil material input interface in C. High-strength rock-soil material forming system, C1. High-strength rock-soil material input interface is connected with A6. High-strength rock-soil material output interface, used to collect and sort A. Rock-soil material The high-strength rock-soil materials sorted out for the first time are delivered to the C. high-strength rock-soil material forming system. At the same time, set C2. High-strength rock-soil material receiving interface in C. High-strength rock-soil material forming system, and connect with B7. High-strength material output interface, which is used to separate the high-strength rock from the second separation of B. Rock-soil material nanometerization system. The soil material is conveyed to the interior of the C. high-strength rock and soil material forming system. C3. The high-strength rock-soil material forming device is connected to the C1. High-strength rock-soil material input interface and C2. The high-strength rock-soil material receiving interface. The high-strength rock-soil material is received through the C1. High-strength rock-soil material input interface and C2. The interface enters the C3. High-strength rock-soil material former; and uses high-grinding technology to prepare high-strength rock-soil materials that are difficult to nanometer into the required type according to the actual needs of different projects. C4. High-strength molding material output controller is connected with C3. High-strength rock-soil material former, used to collect high-strength molding rock-soil materials, and control the output of high-strength molding rock-soil materials according to demand; C5. High-strength molding material output interface is connected to C4. The high-strength forming material output controller is connected to output the high-strength forming rock and soil material.

(4) High-entropy electric/magnetic hybrid system for rock and soil materials

D. Geotechnical materials The high-entropy electric/magnetic hybrid system is formed by high-strength non-conductor materials in one casting, and anti-corrosion and anti-magnetic materials are sprayed on the inner and outer surfaces. In the high-entropy electric/magnetic hybrid system of D. geotechnical material, set D1. nanomaterial input interface, D1. nanomaterial input interface and B7. high-strength material output interface, for transporting nanometer geotechnical material to D. geotechnical material high Inside the entropy electric/magnetic hybrid system; at the same time, the D2. High-strength forming material input interface is connected to the C5. High-strength forming material output interface, which is used to transport the high-strength rock-soil forming material to the D. Rock-soil material high-entropy electric/magnetic hybrid system. . D3. Comprehensive mixer for rock and soil materials is respectively connected with D1. Input interface of nanomaterials and D2. Input interface of high-strength molding materials. The material input interface enters D3. Geotechnical material comprehensive mixer. Set D4. Electric/magnetic generation and controller in D3. Rock and soil material comprehensive mixer, use electric/magnetic action, flip vibration, etc. to fully mix nano rock and soil materials with high-strength rock and soil molding materials, thereby reducing the density of nano rock and soil materials. order and increase its entropy. D5. Mixed geotechnical material output controller is connected with D3. Geotechnical material comprehensive mixer, used to collect mixed geotechnical material, and control the output of mixed geotechnical material according to demand; D6. Mixed geotechnical material output interface is connected with D5. The mixed geotechnical material output controller is connected to output the mixed geotechnical material.

(5) High entropy transmission system for mixed rock and soil materials

E. The high-entropy transmission system of mixed rock and soil materials is formed by one-time casting of high-strength non-conductive materials, and anti-corrosion and anti-magnetic materials are sprayed on the inner and outer surfaces. Set E1. Mixed geotechnical material input interface in E. Mixed geotechnical material high entropy transmission system, E1. Mixed geotechnical material input interface is connected with D6. Mixed geotechnical material output interface, used to transport mixed geotechnical material to E . Interior of a high-entropy transport system for mixed geotechnical materials. E2. The mixed rock and soil material collector is respectively connected to the E1. Mixed rock and soil material input interface, E3. The mixed rock and soil material transmission channel, and the E2. Soil material output; the mixed geotechnical material enters the E3. mixed geotechnical material transmission channel through the E2. mixed geotechnical material collector, and transports and supplies the mixed geotechnical material to the designated position of the project. The E4. vibration/rotation controller is set in the E3. mixed rock-soil material transmission channel, which is used to further increase the entropy value of the mixed rock-soil material through rotation/vibration during the transmission process. E5. High-entropy mixed rock-soil material output controller is connected with E3. Mixed rock-soil material transmission channel, used to collect high-entropy mixed rock-soil material, and control the output of high-entropy mixed rock-soil material according to demand; E6. High-entropy mixed rock-soil material output controller The geotechnical material output interface is connected with the E5. High-entropy mixed geotechnical material output controller for outputting high-entropy mixed geotechnical materials.

(6) Mixed rock-soil material densification forming system

F. F3. Upper pressure formwork, F4. Side pressure formwork, and F5. Bottom pressure formwork in the dense forming system of mixed rock and soil materials are respectively processed by high-strength heat-conducting and non-conductive materials, and sprayed on the inner and outer surfaces Anti-corrosion and anti-magnetic materials. F3. Upper pressure formwork, F4. Side pressure formwork, F5. Bottom pressure formwork can be made into various forms according to engineering requirements. Install and fix F4. side pressure formwork and F5. bottom pressure formwork at the designated position of the project, and transport the high-entropy mixed rock-soil material output interface of E6. high-entropy mixed rock-soil material to its interior. At the same time, a number of F6. Embedded autoclaves are arranged inside the high-entropy mixed rock-soil material, and the F6. Embedded autoclaves are made of pressure-heating high-expansion materials. After stopping the delivery of high-entropy mixed rock-soil materials according to the demand, the F3. Templates form a closed whole. F1. Heat controller; F2. Pressure controller is respectively connected with F3. Upper pressure template, F4. Side pressure template, F5. Bottom pressure template, start F1. Heat controller; F2. Pressure controller, heat Transfer heat and pressure to F3. Upper pressure template, F4. Side pressure template, F5. Bottom pressure template, F3. Upper pressure template, F4. Side pressure template, F5. Bottom pressure template to transfer heat and pressure For high-entropy mixed rock-soil materials; high-entropy mixed rock-soil materials are pressurized to cause the pressure, heat and expansion of the F6. Mixed geotechnical materials. F6. Whether or not the built-in autoclave is laid out and its quantity shall be controlled according to the engineering requirements. The above process is summarized as follows: F. Mixed rock-soil material densification forming system uses nano-material densification technology such as hot pressing to densify and shape the mixed rock-soil material according to engineering requirements, that is, to connect and compact nano-material particles into a whole, and also to make nano-material particles Enter the micro-voids of high-strength geotechnical materials and extend them to connect with each other, so that the entire mixed geotechnical material can be integrated and the performance of geotechnical materials can be improved.

2. The performance improvement method of geomaterials based on nano-effect

Utilize the bondability, buildability, reusability, and its own strength and durability of natural rock and soil materials, combined with the effect of nanomaterials and its preparation and densification technology, to improve the performance of rock and soil materials. The method can not only prefabricate engineering components, but also prepare engineering components on site. First of all, according to the project needs, assemble the performance improvement device of geotechnical materials based on nano-effects, put the collection of natural geotechnical materials into the A. geotechnical material collection and sorting system, and use the primary sorter of A2. Geotechnical materials and high-strength (difficult to nanometerize) geotechnical materials. Then, the easy-to-nanometer geotechnical material and the high-strength geotechnical material are respectively transported to B. the geotechnical material nanotechnology system, and C. the high-strength geotechnical material forming system. In the B. nano-material nano-material system, high-pressure crushing and other nano-material preparation technologies are used to nano-material the rock-technical material according to different strength requirements. The nano-geotechnical materials with rock micro-voids are used for particle connection and compact formation; while the geotechnical materials that pass through the B2. Nanoized (nano-geotechnical materials) and non-nanometerized (high-strength geotechnical materials). At the same time, in the C. high-strength rock-soil material forming system, the high-strength rock-soil materials selected for the first and second times enter into C3. High-strength rock-soil material former; C3. The high-strength rock-soil material former uses high-grinding technology to prepare high-strength rock-soil materials (difficult to nanometerization and non-nanometerization) into required types according to the actual needs of different projects for use in Enhance the performance of dense molding materials. Then, according to the material performance requirements of the project, the nano-geotechnical materials and high-strength geotechnical molding materials produced by the above-mentioned B. Geotechnical Material Nanoization System and C. High-strength Geotechnical Material Forming System are respectively transported to D. Geotechnical Material High Entropy Electromagnetic/magnetic hybrid system; nano-geotechnical materials and high-strength geotechnical molding materials are respectively isomorphic D1. Nanomaterial input interface, D2. High-strength molding material input interface enters D3. Geotechnical material comprehensive mixer. Set D4. Electric/magnetic generation and controller in D3. Rock and soil material comprehensive mixer, use electric/magnetic action, flip vibration, etc. to fully mix nano rock and soil materials with high-strength rock and soil molding materials, thereby reducing the density of nano rock and soil materials. order and increase its entropy. Then, through the E. mixed rock and soil material high-entropy transmission system, the mixed rock and soil material is transmitted and supplied to the designated location of the project, and the entropy value of the mixed rock and soil material is further increased by rotation/vibration during the transmission process. Finally, F3. Upper pressure formwork, F4. Side pressure formwork, F5. Bottom pressure formwork are made into various forms according to project requirements; F4. Side pressure formwork, F5. The formwork assembly is installed and fixed, and the high-entropy mixed rock-soil material output interface of the F6. soil material interior. After stopping the delivery of high-entropy mixed rock-soil materials according to the demand, the F3. Templates form a closed whole. Start F1. Heat controller; F2. Pressure controller, transfer heat and pressure to F3. Upper pressure template, F4. Side pressure template, F5. Bottom pressure template, F3. Upper pressure template, F4. Side The pressure formwork, F5. The bottom pressure formwork transfers heat and pressure to the high-entropy mixed rock-soil material; the high-entropy mixed rock-soil material is pressurized to cause F6. The pressure, heat and expansion materials of the embedded thermocompression make F6 .The built-in autoclave transfers heat and pressure from the inside to the high-entropy mixed geotechnical material. That is, according to the interaction mechanism and effect such as van der Waals force between nanoparticles, combined with engineering requirements, using nanomaterial densification technology such as hot pressing, the nanomaterial particles are connected and compacted into a whole, and the nanomaterial particles enter the microstructure of high-strength rock and soil materials. The gaps and extensions are connected to each other to make the entire mixed geotechnical material a whole, to improve the performance of the geotechnical material, to carry out convenient and rapid engineering construction, and to seek to replace the existing high-loss and high-pollution building materials.

Claims (2)

1. a kind of rock-soil material performance based on nano effect improves method, it is characterised in that：Nature Rock And Soil is gathered first It is put into rock-soil material and collects separation system, tentatively sub-elects the rock-soil material of easy nanosizing and difficult nanosizing；Then by easy nanometer Change rock-soil material and be transported to rock-soil material nanosizing system, nano material preparation technology is crushed using high pressure, according to varying strength Rock-soil material nanosizing, formation particle diameter are less than the nanometer rock-soil material of rock micropore by demand；In conjunction with secondary sorting The rock-soil material of remaining difficult nanosizing is separated again；Meanwhile the rock-soil material of the difficult nanosizing sub-elected is transported to height Strong rock-soil material formation system, pressure technology is ground using height, the high-strength ground material of difficult nanosizing is made according to different engineering actual demands Material is prepared into high-strength ground moulding material；Then, by nanometer rock-soil material, high-strength ground moulding material point caused by said two devices Be not transported in the high entropy electro magnetic hybrid system of rock-soil material, acted on using electro magnetic, overturn vibration make nanometer rock-soil material with it is high Strong ground moulding material is sufficiently mixed；Then by the high entropy Transmission system of rock-soil material, by the transmission of mixing rock-soil material and supply To engineering specified location, and mixing rock-soil material entropy is further improved by rotation/vibration in transmitting procedure；Finally, root Various forms of templates are hot pressed into according to engineering demand, carry out being assembled into the mixing compact formed system of rock-soil material in specified location.

2. a kind of rock-soil material performance based on nano effect for described in claim 1 improves the device of method, including rock Soil material collects separation system, rock-soil material nanosizing system, high-strength rock-soil material formation system, the high entropy electro magnetic of rock-soil material Hybrid system, the high entropy Transmission system of mixing rock-soil material, the mixing compact formed system of rock-soil material；It is characterized in that：

Described rock-soil material collects separation system by rock-soil material input interface, sorter of material, easy nanosizing ground Material o controller, easy nanosizing rock-soil material output interface, high-strength rock-soil material o controller, high-strength rock-soil material are defeated Outgoing interface forms, and rock-soil material collects separation system and sets rock-soil material input interface, rock-soil material input interface and material one Secondary sorter is joined directly together, and sorter of easy nanosizing rock-soil material o controller and material is joined directly together, easy nanosizing Rock-soil material output interface is joined directly together with easy nanosizing rock-soil material o controller, high-strength rock-soil material o controller It is joined directly together with sorter of material, for collecting high-strength rock-soil material, and controls high-strength rock-soil material to export according to demand Amount, high-strength rock-soil material output interface is joined directly together with high-strength rock-soil material o controller, for exporting high-strength rock-soil material；

Described rock-soil material nanosizing system by rock-soil material input interface, nano material preparing device, material secondary sorter, Nano material o controller, nano material output interface, Materials with High Strength o controller, Materials with High Strength output interface composition, Rock-soil material nanosizing system sets rock-soil material input interface, and rock-soil material input interface exports with easy nanosizing rock-soil material Interface is connected, and nano material preparing device is joined directly together with rock-soil material input interface, and easy nanosizing rock-soil material passes through ground material Material input interface enters nano material preparing device, and material secondary sorter is connected with nano material preparing device, passes through nano material The rock-soil material of preparing device enters material secondary sorter, and nano material o controller is connected with material secondary sorter, received Rice material output interface is connected with nano material o controller, meanwhile, Materials with High Strength o controller sorts with material secondary Device is connected, and Materials with High Strength output interface is connected with Materials with High Strength o controller；

Described high-strength rock-soil material formation system is by high-strength rock-soil material input interface, high-strength rock-soil material receiving interface, height Strong rock-soil material former, high-strength moulding material o controller, high-strength moulding material output interface composition, high-strength rock-soil material Formation system sets high-strength rock-soil material input interface, high-strength rock-soil material input interface and high-strength rock-soil material output interface phase Even, high-strength rock-soil material receiving interface is set in high-strength rock-soil material formation system, and with Materials with High Strength output interface, high-strength rock Soil material former is connected with high-strength rock-soil material input interface, high-strength rock-soil material receiving interface respectively, high-strength rock-soil material High-strength rock-soil material former, high-strength shaping are entered by high-strength rock-soil material input interface, high-strength rock-soil material receiving interface Material o controller is connected with high-strength rock-soil material former, and high-strength moulding material output interface exports with high-strength moulding material Controller is connected；

The high entropy electro magnetic hybrid system of described rock-soil material is by nano material input interface, high-strength moulding material input interface, rock Soil material synthesis blender, electro magnetic occur with controller, mix rock-soil material o controller, mix rock-soil material export connect Mouth composition, the high entropy electro magnetic hybrid system of rock-soil material is by high-strength electrical insulator material expendable mo(u)ld machine-shaping, in rock-soil material High entropy electro magnetic hybrid system sets nano material input interface, nano material input interface and Materials with High Strength output interface, high-strength Moulding material input interface is connected with high-strength moulding material output interface, and rock-soil material synthesis blender is defeated with nano material respectively Incoming interface, high-strength moulding material input interface are connected, nanometer rock-soil material, high-strength ground moulding material difference isomorphism nano material Input interface, high-strength moulding material input interface enter rock-soil material synthesis blender, are set in rock-soil material synthesis blender Electro magnetic occurs and controller, and mixing rock-soil material o controller is connected with rock-soil material synthesis blender, mixes rock-soil material Output interface is connected with mixing rock-soil material o controller；

The high entropy Transmission system of described rock-soil material is by mixing rock-soil material input interface, mixing rock-soil material collector, mixing Rock-soil material transmission channel, vibration/Rotation Controllers, high entropy mixing rock-soil material o controller, high entropy mixing rock-soil material Output interface forms, and the mixing high entropy Transmission system of rock-soil material is by high-strength electrical insulator material expendable mo(u)ld machine-shaping, mixed Close rock-soil material high entropy Transmission system and mixing rock-soil material input interface is set, mixing rock-soil material input interface is with mixing ground Material output interface is connected, and mixing rock-soil material collector is connected with mixing rock-soil material input interface, mixes ground material respectively Expect transmission channel, vibration/Rotation Controllers, high entropy mixing rock-soil material output control are set in mixing rock-soil material transmission channel Device is connected with mixing rock-soil material transmission channel, and high entropy mixing rock-soil material output interface is exported with high entropy mixing rock-soil material and controlled Device processed is connected；

The described compact formed system of mixing rock-soil material is by heat controller, pressure controller, upper pressure template, side pressure mould Plate, bottom application pressuring template, embedded thermal compressor form, upper pressure template, side pressure mould in the mixing compact formed system of rock-soil material Plate, bottom application pressuring template by high-strength heat conduction and electrical insulator material expendable mo(u)ld machine-shaping, first will in engineering specified location respectively Side pressure template, the combination installation of bottom application pressuring template fix, by the high entropy mixing ground of high entropy mixing rock-soil material output interface Material is transported to inside it, and some embedded thermal compressors are deployed to inside high entropy mixing rock-soil material, embeds thermal compressor by being pressurized Fever type highly expanded material is made, and stops according to demand after conveying high entropy mixing rock-soil material, then upper pressure form assembly is pacified Side pressure template is attached to, makes press template, side pressure template, the entirety of bottom application pressuring template formation closing, heat controller, pressure Force controller respectively with upper pressure template, side pressure template, bottom application pressuring template are connected, and start heat controller, Stress control Device, heat and pressure are transmitted to upper pressure template, side pressure template, bottom application pressuring template, upper pressure template, side pressure template, bottom Press template.