CN112747484B - Building system comprising foundation pit stability experiment method - Google Patents

Abstract

A building system including a foundation pit stability experimental method, the building system including a foundation pit stability checking system; the method comprises the steps of performing procedure logic relation analysis on basic parameters of the inputted geology and the field through a developed main client program, generating a calculation command stream which can be called by numerical calculation software, writing a calculation initial result into a register, establishing a model and calculating through feedback circulation of real-time construction data, comparing the calculation initial result with an initial calculation result of the register, writing a comparison result into a result file, continuously triggering a circulation modeling and calculating system according to feedback of field implementation data until the judgment is finished, and finally analyzing the result file, dynamically optimizing construction procedures and guiding field construction; the software main client program reserves a program interface, can perform bidirectional data intercommunication with programs such as construction period, calculated amount and the like, and generates related written reports in a linkage manner.

Description

Building system comprising foundation pit stability experiment method

Technical Field

The invention belongs to the technical field of solar energy, and particularly relates to a solar air-conditioning type building wall and a system thereof.

Background

With the continuous development of economy and the large consumption of energy sources, energy conservation becomes a global concern, the utilization of renewable energy sources such as solar energy, wind energy, geothermal energy and the like, industrial waste heat and waste heat becomes a key point for research and development of various countries, however, the energy sources have the characteristics of discontinuity and instability, and therefore, the research of an energy storage technology is particularly important. The heat storage technology is one of energy storage technologies, and an important ring in the heat storage technology is the design of a phase change heat storage heat exchanger. The common phase-change heat storage type heat exchanger is formed by sleeving two pipes together, and cold fluid and hot fluid respectively flow through an inner pipe and an outer pipe. The phase change heat storage material is packaged in the phase change heat storage unit with a certain shape and applied to the heat storage box, so that the occupied area of the conventional heat storage box can be reduced, and the defect of discontinuous utilization of waste heat, waste heat and solar energy can be overcome. The flat plate type heat exchanger is a heat exchanger with the highest heat exchange efficiency in various heat exchangers at present, and has the advantages of small occupied space and convenience in mounting and dismounting. The high-pressure resistant staggered circulation structure of the plate heat exchanger is formed by combining concave-convex lines between two adjacent plates in a vacuum welding mode, and the staggered circulation structure enables cold and hot fluid in the plate heat exchanger to generate strong turbulence to achieve a high heat exchange effect.

Solar energy is inexhaustible clean energy and has huge resource amount, and the total amount of solar radiation energy collected on the surface of the earth every year is 1 multiplied by 10¹⁸kW.h, which is ten thousand times of the total energy consumed in the world year. The utilization of solar energy has been used as an important item for the development of new energy in all countries of the world. However, the solar radiation has a small energy density (about one kilowatt per square meter) and is discontinuous, which brings certain difficulties for large-scale exploitation and utilization. Therefore, in order to widely use solar energy, not only the technical problems should be solved, but also it is necessary to be economically competitive with conventional energy sources.

At present, buildings, industries and traffic become three major industries for energy use, and the energy-saving potential of the building industry is the greatest. The building energy consumption in China accounts for more than 27% of all energy consumption, and the building energy consumption is increased at a speed of 1 percent per year. In the energy consumption of buildings, the energy consumption of the heating air conditioner is the largest and accounts for more than 6 percent of the whole proportion. In global energy consumption, 45 percent of energy is used for meeting the requirements of heat removal, refrigeration, lighting and the like of buildings, and 5 percent of energy is used for the building process of the buildings, so that the energy consumption of the buildings is reduced, the energy consumption of the whole world is reduced, and the consolidation of the whole ecological system is favorably maintained. Under the environment of high-speed and stable development of economy in China, according to continuous improvement of living standard of people and rapid development of urbanization, building energy consumption and renewable energy utilization are urgent problems to be solved in the field of construction, and along with the improvement of the requirement of China on building energy-saving standard, low-energy-consumption buildings become the trend of future development. The development of a solar building integration technology and the improvement of the proportion of renewable energy sources such as solar energy and the like in building energy consumption are important means for realizing social sustainable development in the aims of energy conservation and emission reduction at the present stage. Compared with the developed countries, the energy-saving work of China starts late, and the energy waste is very serious, such as the heat consumption of building heating in China: the outer wall is 4-5 times of developed countries with similar climatic conditions, the roof is 2.5-5.5 times, and the outer window is 1.5-2.2 times; the air permeability of the door and window is 3-6 times, and the total energy consumption is 3-4 times. In order to reduce energy consumption, the utilization of clean energy sources such as solar photovoltaic photo-thermal energy, wind power generation, tidal power generation and the like is gradually popularized in China at present, and some incentive policies are formulated.

The solar building integration technology is the development direction of the solar technology in the future, and refers to the overall design of bringing the utilization of solar energy into the environment, integrating the building, the technology and the aesthetics into a whole, and the solar facilities become a part of the building and are organically combined with each other, so that the investment can be saved, the integral aesthetic property of the building is not damaged, and the integration problem of the facilities and the building can be utilized to the maximum extent. The application of the solar building integration technology in heating can further reduce the building energy consumption. However, in the current practical engineering application, on one hand, the beauty of a building cannot be fully ensured, and meanwhile, the space occupancy rate of a wall body is possibly overlarge, so that the assembly efficiency of the building structure is reduced, and on the other hand, the problem of low solar heat efficiency utilization rate exists.

For the above analysis, the following technical problems exist in the prior art: the integrated building wall has low solar energy utilization efficiency, the occupancy rate of the wall to the space may be too large, and the assembly efficiency of the building structure is reduced, so that improvement is needed.

Disclosure of Invention

The invention aims to provide a solar building air conditioner wall and a system thereof, which improve the heat exchange performance and improve the assembly efficiency.

In order to achieve the purpose, the technical scheme of the invention is as follows:

the utility model provides a solar energy assembly type building wall, the wall body includes thermal-collecting tube and speculum, the thermal-collecting tube is the flat tube, and the flat tube includes lower part bottom plate and upper portion upper cover, and upper cover and bottom plate assembly form the cavity of flat tube together, and the confession fluid flows in the cavity, the bottom plate includes a plurality of heat transfer areas, and every heat transfer area is including setting up riser and fin, the riser is including the first riser that is located the bottom plate center, surround at the outside second riser of first riser and surround at the outside third riser of second riser and surround at the outside fourth riser of third riser.

A building system comprising a foundation pit stability checking system; the method comprises the steps of analyzing process logic relation of input geological and field basic parameters through a developed main client program, generating a calculation command stream which can be called by numerical calculation software, writing a calculation initial result into a register, establishing a model and calculating through feedback circulation of real-time construction data, comparing the calculation initial result with an initial calculation result of the register, writing a comparison result into a result file, continuously triggering a circulation modeling and calculating system according to field implementation data feedback until judgment is finished, and finally analyzing the result file, dynamically optimizing construction processes and guiding field construction. The software main client program reserves a program interface, can perform bidirectional data intercommunication with programs such as a construction period, a calculation amount and the like, and generates a related written report in a linkage manner.

The invention has the following advantages:

1) the invention provides a novel assembly type building wall body which is provided with two types of assembly type wall bodies, wherein the two types of assembly type wall bodies are respectively positioned at the bottom and the non-bottom. Through the assembly of above-mentioned assembled wall body, through setting up devices such as transparent plate, preheater tube, can make the air that gets into the heat collector preheat earlier, reach the air conditioning effect, improved the degree of utilization rational utilization efficiency of solar energy.

2) Compared with the traditional wall body, the heat-collecting and ventilating wall body has the advantages that the transparent plate, the heat-collecting tube and the ventilating part are arranged in the wall body, so that heat-carrying fluid can flow circularly with the solar heat collector, the integral appearance of a building is kept, the industrial production can be realized, and the installation efficiency of the building wall body is improved.

3) The invention develops a novel flat heat collecting tube structure, wherein a plurality of heat exchange areas are arranged on a flat tube, a refrigerant in each heat exchange area flows in from the central area of an upper cover, when the refrigerant just enters a cold plate, the temperature is still low, the temperature difference between the refrigerant and the heat exchange areas is large, the cooling capacity is strong, and the temperature of the heat exchange areas can be more effectively controlled.

4) The invention innovatively provides a method for calculating the construction period of a newly built building according to a tower crane, and innovatively provides values and ranges of K1, K2 and K3 in a calculation formula.

5) According to the invention, through the developed program package, construction managers can conveniently and rapidly simulate construction, and formulate a construction scheme suitable for a site. The software can analyze the input data of the geological survey and the field to automatically generate a command stream file which can be used for numerical calculation, and adjust the model and the calculation program in real time through the field monitoring data to calculate the safety of the foundation pit, thereby providing theoretical support for reasonable organization and construction, optimizing the working procedures and reducing the cost in the engineering implementation process. The software is simple to operate, can be widely applied to actual engineering, and has good popularization and application values.

Description of the drawings:

the accompanying drawings, which are incorporated in and constitute a part of this application, illustrate embodiments of the application and, together with the description, serve to explain the application and are not intended to limit the application.

FIGS. 1-1 and 1-2 are schematic views of wall structures of prefabricated buildings;

FIG. 2 is a schematic diagram of a solar collector system;

FIG. 3 is a schematic top view of a preferred collector tube;

FIG. 4 is a schematic top view of a bottom plate of the collector;

FIG. 5 is a schematic view of a heat collector floor riser configuration;

FIG. 6 is a schematic front view of the bottom plate of the collector of FIG. 4;

FIG. 7 is a schematic view of the upper cover structure;

FIG. 8 is a general flow chart of a calculation process;

fig. 9 is a flow chart of a construction system of the foundation pit stability experiment system.

In the figure: 1. the heat collector comprises a heat utilization device (wall body), a heat exchange area (3), a fluid inlet (4), vertical plates (41-44), fluid outlets (51-52), column ribs (501) and 502, a transparent plate (5), a preheating pipe (6), a heat insulation layer (7), an outer bearing wall (8), heat insulation layers (9, 10), bottom plates (11), a reflector (11), heat collecting pipes (flat pipes) (12), an inner bearing wall (13) and upper covers of ventilation parts (14, 20).

Detailed Description

The present disclosure is further described with reference to the following detailed description of illustrative embodiments and accompanying drawings.

Fig. 1-1, 1-2 show two types of solar fabricated building walls, as shown in fig. 1-1, which include transparent plates 5, preheating pipes 6, heat insulating layers 7, outer bearing walls 8, heat insulating layers 9, inner bearing walls 13, and ventilation members 14; the transparent plate 5, the preheating pipe 6 and the heat insulation layer 7 are arranged on the outer surface of the outer bearing wall 8, the transparent plate 5 is arranged outside the preheating pipe 6, the heat insulation layer 7 is arranged on the inner side of the preheating pipe 6, and the heat insulation layer 9 is arranged between the outer bearing wall 8 and the inner bearing wall 13; the ventilation component 14 is arranged on the inner surface of the inner bearing wall 13; the inlet at the upper part of the ventilation part 14 is connected with the solar heat collector 1, the preheating pipe 6 extends from the upper part to the lower part of the wall body, the preheating pipe is provided with a branch, the inlet of the branch extends into the room at the inner side of the wall body, and the inlet of the branch is provided with a fan.

As an option, the upper outlet of the preheating pipe 6 is connected with the solar heat collector 1. The preheating tube 6, which is preferably located uppermost, is connected to a solar collector.

The fabricated wall of fig. 1-1 is not a wall located at the bottom of a building.

As another option, a wall located at the bottom of a building is included, as shown in fig. 1-2. The wall body comprises a transparent plate 5, a preheating pipe 6, a heat insulating layer 7, an outer bearing wall 8, a heat insulating layer 9, an inner bearing wall 13 and a ventilation part 14; the transparent plate 5, the preheating pipe 6 and the heat insulation layer 7 are arranged on the outer surface of the outer bearing wall 8, the transparent plate 5 is arranged outside the preheating pipe 6, the heat insulation layer 7 is arranged on the inner side of the preheating pipe 6, and the heat insulation layer 9 is arranged between the outer bearing wall 8 and the inner bearing wall 13; the ventilation component 14 is arranged on the inner surface of the inner bearing wall 13; the inlet at the upper part of the ventilation part 14 is connected with the solar heat collector 1, the preheating pipe 6 extends from the upper part of the wall body, and the lower part of the wall body is of a closed structure. The preheating pipe is provided with a branch, the inlet of the branch extends into the room on the inner side of the wall body, and the inlet of the branch is provided with a fan.

As an option, the upper outlet of the preheating pipe 6 is connected with the solar heat collector 1.

Through the matching of the two assembled walls, a solar energy system for supplying air to a building can be formed. Wherein the position of fig. 1-1 is at a non-bottom position and the position of fig. 1-2 is at a bottom position, in cooperation with each other.

The multi-parallel multi-user ventilation system is formed by matching two assembled walls.

Preferably, a valve is arranged at each branch inlet, and the air quantity circulated by each household can be controlled independently.

Preferably, the ventilation means may take the form of a grille.

Preferably, the ventilation means may also take the form of a bypass (not shown) similar to a pre-heater tube. The ventilation component also includes a branch that extends into the building. Preferably, the branch is provided with a valve, and the amount of air entering each household can be controlled independently.

Air in the solar heat collector enters the ventilation part 14 through an upper inlet of the ventilation part 14 after being heated, the ventilation part 14 conducts hot air to the interior of the building, so that a heating effect is achieved, then air in the interior of the building enters a lower inlet of the preheating pipe 6 through the fan, then enters the preheating pipe, absorbs solar energy in the preheating pipe, the temperature rises, and then enters the heat collector 1 through an outlet of the preheating pipe on the upper portion to be heated, so that a circulating system is formed. Thereby providing an air conditioning effect.

As an alternative, the lower inlet of the preheating duct 6 extends outside the wall, guiding the outdoor air into the preheating duct.

The preheating pipe absorbs solar energy, so that the fluid flows upwards, a natural convection effect can be formed, power devices such as a fan and the like are reduced, and noise is reduced.

Preferably, an auxiliary power device, such as a fan, may be provided. But now because of the natural convection effect, the power of the pump is greatly reduced, and the noise is reduced.

Preferably, a lens is arranged on the transparent plate 5 for focusing solar energy on the preheating pipe. Through setting up lens, can will shine the transparent plate and color the heat focus thermal-arrest to the preheater tube on to further improve the utilization efficiency of solar energy.

According to the invention, the transparent plate, the preheating pipe and other devices are arranged, so that air entering the heat collector can be preheated firstly, and the reasonable utilization efficiency of the solar energy is improved.

Preferably, the ventilation member is a flat tubular member having a flat side parallel to the wall body and a plurality of ventilation openings formed in the flat side facing the wall body. The flat side of the flat tube is parallel to the wall body, so that the heat exchange surface of the flat side faces the interior of a building, and the heat utilization efficiency is improved.

Preferably, the vent is grille-like.

Preferably, the transparent plate is glass.

Preferably, the winter solar system carries out hot air conveying indoors.

Preferably, the ventilation member comprises an air inlet connected to the outside of the wall, the air inlet being provided with an external fan. The air inlet side is provided with a temperature sensor. In summer, the solar system stops carrying out hot air conveying indoors, the temperature is high in daytime and relatively low at night, when the temperature at night reaches a proper temperature, such as a proper temperature of a human body, for example, about 18-25 ℃, the temperature sensor transmits a received temperature signal to the controller, and the controller controls the external fan to start working and convey external low-temperature gas into a room for cooling. Therefore, the invention realizes the bidirectional regulation function of the indoor temperature in summer and winter, is economical and practical and meets the requirement of environmental protection.

Preferably, the air inlet and/or the inlet at the lower part of the preheating pipe 6 further comprises a filtering module, the filtering module is arranged between the fluid module and the heat storage module and used for filtering the inlet air, or is arranged in the fluid module and preferably arranged in the inlet air channel, and preferably, the filtering module is sequentially provided with a primary filter, an electrostatic precipitator, an activated carbon filter and a high-efficiency filter.

Preferably, the primary filter is one or more of non-woven fabric, nylon mesh, fluffy glass fiber felt, plastic mesh or metal wire mesh. Preferably, the primary filter is of a composite structure at least comprising two layers, and the arrangement directions of the skeleton structure fibers of the filter screen in the composite structure of the two adjacent layers are mutually perpendicular, so that the filtering effect can reach medium-efficiency filtering.

The electrostatic dust collector comprises an electrostatic dust collection section, the electrostatic dust collection section comprises two stages, the two stages are a first stage and a second stage along the flowing direction of wind, and the electric field intensity of the first stage is different from that of the second stage. Further preferably, the electric field strength in the second stage is smaller than the electric field strength in the first stage. Mainly because the large particles contained in the air are reduced by the dust removal in the first stage, and therefore by reducing the electric field strength, it is possible to achieve substantially the same effect with less energy.

Preferably, a plurality of dust collecting polar plates are arranged in each stage, and the dust collecting polar plates are parallel to each other; a plurality of corona electrodes are uniformly arranged between the dust collecting polar plates.

Preferably, the system further comprises a controller, the inlet of the electrostatic dust removal section is provided with a PM10 dust detector for detecting the concentration of PM10 at the inlet position, the PM10 dust detector is in data connection with the controller, and the controller automatically controls the intensity of the electric field according to the detected concentration of PM 10.

The controller automatically increases the intensity of the electric field if the detected concentration of PM10 becomes high, and automatically decreases the intensity of the electric field if the detected concentration of PM10 becomes low.

Through foretell intelligent control, the size of electric field is controlled according to particulate matter concentration automatically to realize the intelligent operation of system, but also can reach the requirement of energy saving, further improve the pollutant desorption effect of flue gas.

Preferably, the first stage inlet and the second stage inlet are respectively provided with a PM10 dust detector, and the controller independently controls the electric field intensity in the first stage and the second stage according to the data detected by the PM10 dust detectors of the first stage inlet and the second stage inlet.

The electrostatic precipitator comprises an electrostatic/ultrasonic coupling precipitation section, and preferably, the electrostatic/ultrasonic coupling precipitation section is divided into two stages. An ultrasonic wave generating end is arranged in the device and is connected with an ultrasonic generator to establish an ultrasonic field.

Preferably, a pm2.5 detector is arranged at the inlet section of the electrostatic/ultrasonic coupling dust removal section and used for detecting the concentration of pm2.5 at the inlet position, the pm2.5 detector is in data connection with a controller, and the controller automatically controls the power of the ultrasonic generator according to the detected pm2.5 concentration.

The controller automatically boosts the power of the sonotrode if the detected PM2.5 concentration becomes high, and automatically reduces the power of the sonotrode if the detected PM2.5 concentration becomes low.

Through the intelligent control, the power of the ultrasonic generator is automatically controlled according to the concentration of the particulate matters, so that the intelligent operation of the system is realized, the requirement of saving energy can be met, and the pollutant removal effect of the flue gas is further improved.

Preferably, the electrostatic/ultrasonic coupling dust removal section is divided into two stages, PM2.5 detectors are respectively arranged at inlets, and the controller respectively and independently controls the power of the ultrasonic generators in the third stage and the fourth stage according to data detected by the PM2.5 detectors at the inlets of the two stages.

Preferably, the activated carbon filter comprises a catalyst MnO capable of catalytically decomposing ozone₂/CuO、CuO/Ni、 MnO₂/Pt、Fe₃O₄/CuO、Ag/Fe₂O₃、Ni/SiO₂One or more of (a).

Preferably, the high-efficiency filter is made of one or more of PP filter paper, glass fiber paper and PET filter paper.

Preferably, the solar thermal storage system further comprises a control module, and the control module is connected with the electrostatic dust collector to control the electrostatic dust collector. For example, the amount of power includes opening and closing.

Preferably, the application also discloses a solar energy system, or a building system, the system comprises a heat collector 1 and a heat utilization device 2 thereof, and the heat collector 1 is connected with the heat utilization device 2 through a pipeline. The heat utilization device is the aforementioned wall.

The heat collector structure is shown in fig. 2, and comprises a heat collecting tube 12 and a reflector 11, wherein the heat collecting tube 12 is a flat tube. As shown in fig. 3, the lower flat surfaces of the flat tubes face the reflecting surfaces of the reflecting mirrors 11, and the focal points of the reflecting mirrors 11 are located between the upper flat surfaces and the lower flat surfaces, preferably on the surfaces on which the axes of the upper flat surfaces and the axes of the lower flat surfaces of the flat tubes 12 in the longitudinal direction are located.

The flat tube 12 shown in FIGS. 3-7 comprises a lower base plate 10 and an upper cover 20, the upper cover 20 and the base plate 10 are assembled together to form a cavity of the flat tube 12, fluid flows in the cavity, the base plate 10 comprises a plurality of heat exchange areas 3, each heat exchange area comprises a riser 401 and a rib 501 and 504, the risers comprise a first riser 401 positioned in the center of the base plate, a second riser 402 surrounding the outside of the first riser 401, a third riser 403 surrounding the outside of the second riser 402 and a fourth riser 404 surrounding the outside of the third riser 403;

preferably, as shown in the figure, the first risers 401 include four, each first riser 401 includes two vertical plate walls 4011 perpendicular to each other, the extensions of the vertical plate walls 4011 of the four first risers form a first square, and the vertical plate walls form a part of the sides of the first square; a first interval 4012 is arranged between the riser walls 4011 of the adjacent first risers;

the second risers 402 comprise four risers, each second riser 402 comprises two vertical plate walls 4021 which are perpendicular to each other, the extension lines of the vertical plate walls 4021 of the four second risers form a second square structure, and the vertical plate walls 4021 form a part of the sides of the second square; a second interval 4022 is arranged between the riser walls 4021 of the adjacent second risers;

the third risers 403 comprise four, each third riser 403 comprising two riser walls 4031 perpendicular to each other, extensions of the riser walls 4031 of the four third risers forming a third square structure, the riser walls 4031 forming part of the sides of the third square; a third spacing 4032 is provided between riser walls 4031 of adjacent third risers 403;

the fourth risers 404 include four, each fourth riser 404 includes two vertical plate walls 4041 that are perpendicular to each other, extensions of the riser walls 4041 of the four fourth risers form a fourth square structure, and the riser walls 4041 form a portion of a side of the fourth square; a fourth spacing 4042 is provided between riser walls 4041 of adjacent fourth risers 404.

Preferably, a plurality of ribs 501 are arranged inside the first riser 401; a plurality of ribs 502 are arranged between the second riser 402 and the first riser 401, and a plurality of ribs 503 are arranged between the second riser 402 and the third riser 403; a plurality of ribs 504 are disposed between third riser 403 and fourth riser 404.

The inside water conservancy diversion structure that is equipped with of heat collector of this application especially is through the square riser that sets up multilayer vertical structure for liquid flow range is extensive, effectively reduces cold liquid flow dead zone, further improves the temperature uniformity of hot flow face.

In the heat collector of this application, through set up the cylinder type fin between inside first riser, first riser and the second riser, between second and the third riser, between third and the fourth riser, the disturbance is strengthened to the disturbance of flow field promptly in outside space increase region to expanded heat transfer area, do benefit to the intensive heat transfer, also can avoid the flow resistance too big, accommodation is extensive.

Preferably, the extension line of the connecting line of the first interval middle points and the extension line of the third interval middle points pass through the vertical point of the two vertical plate walls 4021 of the second riser 402 and the vertical point of the two vertical plate walls 4041 of the fourth riser 404.

Preferably, an extension line of a connecting line of the opposite second interval midpoints and an extension line of the opposite fourth interval midpoints pass through a vertical point of the two vertical plate walls 4011 of the first riser 401 which are perpendicular to each other, and a vertical point of the two vertical plate walls 4031 of the third riser 403 which are perpendicular to each other.

Through the preferred design, the liquid can be distributed more uniformly, and the heat exchange effect is better.

The vertical plates 401 and 404 are used as flow guide structures and can be regarded as long straight fins with larger size. Through setting up these risers, also can play the vortex and strengthen the effect of heat transfer.

Preferably, the base plate 10 and the cover plate 20 are rectangular in configuration. Further preferred is a square structure.

The ribs 501 and 504 are cylindrical.

The height of the rib 501 and the height of the riser 401 and the riser 404 are the same and are equal to the height of the square cavity.

Preferably, as shown in FIG. 3, streamline structures, preferably circular arc structures, are provided at the vertical point positions of the vertical walls of the risers 401 and 404. Through setting up streamlined structure, can reduce the flow resistance of liquid, reduce the blind spot of liquid, improve the heat transfer effect.

The flat tube 12 includes a plurality of fluid inlets 4 provided on the upper cover 20, one fluid inlet 4 is provided for each heat exchange area, the fluid inlet 4 is provided at a central position of each heat exchange area, the flat tube 12 includes a plurality of fluid outlets 51, 52 provided on both sides of the flat tube 12 at both sides of the connecting portion of the adjacent heat exchange area 3 and/or both ends of the flat tube 12, the fluid outlets 51, 52 are provided at outer positions of parallel lines formed by the two fourth risers 44.

Preferably, the fluid inlet 4 is connected to the upper outlet of the preheating pipe of the wall. Preferably, each fluid inlet is connected with the upper outlet of one preheating pipe.

Preferably, the outlets 51, 52 are provided at lower positions on the side portions of the flat tubes 12.

Preferably, the outlet is connected to an upper inlet of the ventilation member. Preferably, each outlet is connected to the upper inlet of a respective ventilation element.

Preferably, as shown in fig. 6, the upper cover includes an upper wall surface and a side wall surface extending downward along a side portion of the upper wall surface, and the side wall surface covers an upper portion of the bottom plate to form a cavity of the flat tube 12.

Preferably, the outlets 51 and 52 are provided at lower positions of the sidewall surfaces, and the outlets 51 and 52 are formed by forming holes at the lower positions.

In the structure, because of the heat collection effect of the reflector 11, the temperature of the central position of the heat exchange area of the flat tube is highest, and through the structure, fluid flows in from the central area of the heat exchange area, and when the fluid just enters the central area, the temperature is lowest, the temperature difference between the fluid and the tube wall of the heat collection tube is large, the heat exchange capacity is strong, heat exchange can be carried out efficiently, and the heat exchange efficiency is improved.

The utility model provides a flat intraduct is equipped with the water conservancy diversion structure, especially through setting up the multilayer riser for the fluid flow scope is extensive, effectively reduces the fluid flow blind spot, further improves the temperature uniformity of hot flow face.

According to the heat exchanger, each heat exchange area adopts a single-inlet and double-outlet flow mode, so that cold fluid flows from the middle to two sides, the phenomenon that the temperature gradually rises along the flow direction due to the single-inlet and single-outlet flow mode in the prior art is improved, and the heat-dissipation temperature uniformity is further improved.

The risers 41-44 are flow directing structures that can be considered as longer straight fins of larger size. Through setting up these risers, also can play the vortex and strengthen the effect of heat transfer.

Preferably, the fluid inlet 4 is located at a position intermediate the two fluid outlets 51, 52. Through the arrangement, the fluid distribution is more uniform, and the heat dissipation performance is more uniform.

Preferably, the base plate 10 and the upper cover 20 are of a rectangular structure.

Preferably, the heat exchange area is a square area.

Preferably, the bottom plate 10 is provided with a groove, the upper cover is provided with a convex column, and the bottom plate and the upper cover are connected through the matching of the groove and the convex column.

Preferably, the recesses are located diagonally in the base 10, outside the parallel lines formed by the two fourth risers 44.

Preferably, the recess is a hole.

Preferably, the convex column is provided with a threaded hole. The upper cover 10 and the base plate 20 are coupled by means of screw-coupling.

Preferably, the lower portion of the sidewall of the upper cover 20 is provided with an outward extension perpendicular to the sidewall, and the extension is provided with a screw hole to match with a screw hole at a corresponding position on the bottom plate.

Between the second riser and the third riser, the closer the third spacing from the third riser, the further between adjacent ribs 503. It is mainly that the third interval along with the third riser is more near, is close to the third interval more, and the flow space of liquid is less, and the velocity of flow can be fast relatively, and is far away more between 503 through setting up adjacent rib for the liquid velocity of flow keeps relative stability, makes whole heat transfer can reach relative even, avoids local inhomogeneous, causes local premature damage.

It is further preferred that the distance between adjacent ribs 501 increases in magnitude the further the third spacing from the third riser between the second riser and the third riser. The distribution also accords with the distribution rule change of liquid flowing and heat exchange, and the heat exchange efficiency can be further improved through numerical simulation and experimental discovery.

Between the third riser and the fourth riser, the closer the fourth spacing from the fourth riser, the further between adjacent ribs 504. Mainly along with the fourth interval of fourth riser is more close, is close to the fourth interval more, and the flow space of liquid is less, and the velocity of flow can be fast relatively, and is farther more through setting up distance between the adjacent fin 504 for the liquid velocity of flow keeps relative stability, makes whole heat transfer can reach relative even, avoids local inhomogeneous, causes local premature damage.

It is further preferred that the magnitude of the distance between adjacent ribs 504 increases progressively the closer the fourth spacing from the fourth riser between the third riser and the fourth riser. The distribution also accords with the distribution rule change of liquid flowing and heat exchange, and the numerical simulation and the experiment find that the heat exchange efficiency can be further improved.

Preferably, the first ribs 501 are distributed annularly around the center of the first square, and the second ribs 502 are distributed in four zones, within each zone, distributed annularly around the center of the zone. Through foretell setting, can make the distribution and the heat transfer effect of cooling liquid better, further improve heat exchange efficiency.

In the designed center diffusion type flat tube, fluid enters a cavity of the flat tube from an inlet of a center area of the upper cover, passes through the bottom plate flow guide structure, gradually flows to the periphery of the cavity of the flat tube from the center inlet area, carries out convection heat exchange with the surfaces of flow channels (including column ribs) in the flowing process, and finally flows out from outlets on two sides of the flat tube after being mixed at a position connected with the heat exchange area, thereby carrying out heat exchange.

Compared with the traditional heat collecting tube plate, the center diffusion type flat tube changes the flow mode of fluid in a single inlet and single outlet mode, and replaces the single inlet and double outlet mode, so that in the design, outlets are processed on two sides of the flat tube, and the temperature uniformity of the heat flow surface of the flat tube can be effectively improved.

Further, the diversion structure, actually be some risers, can be regarded as the long straight type fin of bigger size, for reducing the flow resistance, to the fillet is handled to the diversion structure. Fluid flows in from the upper cover of the central diffusion type flat tube, passes through the flow guide structure and gradually flows to corner areas, so that dead flowing areas of the four corner areas of the flat tube can be avoided.

Further, the stud ribs are disposed in low flow rate, high temperature regions of the flat tube cavities. In this time of flat tube structural design, the column ribs are uniformly designed as cylindrical column ribs. The height of the column rib is set to be 4.7mm, and the column rib is arranged in a manner of being in a fork row or a straight row according to the general flow direction of the fluid of each area needing to be provided with the ribs.

When the system is operated, air flows into the flat tubes from the flat tube inlets 4, is divided by the symmetrically distributed vertical plates (the vertical plates are distributed symmetrically about the central axis of the flat tubes, the lower part is the same) 41, and flows to the periphery from four directions in a divergent manner; when passing through the riser 42, the air is split again and guided by the risers 42, 43 to the area of the column rib 501 (the column rib is also symmetrically distributed about the central axis of the flat tube), after passing through the riser 43, the air flowing out from the horizontal direction is split at the left and right risers 44, the air flowing out from the vertical direction is split at the inner wall of the upper cover, after passing through the area of the column rib 502, the air flows to the corner areas of the four outermost peripheries of the flat tube, and the flow dead zone is effectively reduced. Finally, the air is converged outside the left and right risers 44, respectively, and then flows out of the flat tube through the two outlets 51, 52 of the upper cover. In the process of flowing inside the flat tube, air absorbs heat which is from the solar heat collector and is conducted to the flat tube through the heat flow surface, and finally the heat is taken away together with the air flowing out of the flat tube.

The structure of the plate heat exchanger is optimized and designed. Numerical simulation and experiments show that the size of the vertical plate and the size and the distance of the fins have great influence on the heat exchange effect, the overlarge size of the vertical plate wall can cause the adjacent interval to be too small, the flow resistance is increased, the heat exchange effect is poor, and the undersize of the vertical plate cannot achieve the enhanced heat transfer effect of the divided liquid; similarly, the size and spacing of the fins also have the same problem. Therefore, the invention obtains the optimal size relation through a large amount of numerical simulation and experimental research.

The fin is cylindrical, the length C of a riser wall 4041 of the fourth riser 404, the side length of a fourth square formed by extension lines of four fourth risers 404 is L, the distance between the centers of two adjacent fins is S, the diameter of the fin is D, and then the following requirements are met:

(2C)/L-a-b LN (D/S), wherein LN is a logarithmic function, 0.2157< a <0.2168, 0.6888< b < 0.6894;

more preferably, a is 0.2161 and b is 0.6890.

The spacing of the centers of adjacent ribs is S the average spacing of ribs 501-504.

Preferably, the length L of the fourth square is defined as a square formed by extending the center axis of the riser wall of the fourth riser 404.

The ratio of the length of the vertical plate wall of the first vertical plate to the length of the first square side is less than the ratio of the length of the vertical plate wall of the second vertical plate to the length of the second square side is less than the ratio of the length of the vertical plate wall of the third vertical plate to the length of the third square side is less than C/L.

Preferably, the ratio of the length of the vertical plate wall of the third vertical plate to the side length of the third square is 0.96-0.98 times of C/L; the ratio of the length of the vertical plate wall of the second vertical plate to the side length of the second square is 0.94-0.96 times of C/L; the ratio of the length of the riser wall of the first riser to the side length of the first square is 0.92-0.94 times C/L.

Through the change of the ratio of the vertical plate wall to the corresponding square, the diffusion towards the outside is more and more, the interval is smaller, the heat exchange effect can be further improved, and the heat transfer is enhanced.

Preferably, 0.225< C/L < 0.425; 0.30< D/S < 0.75;

preferably, the side length of the fourth square is 80-100 cm; the third square has a side length of 55-75 cm.

Preferably, D is 1-2 cm.

Through the layout of the structure optimization of the heat exchange components, the whole heat exchange effect can reach the best heat exchange effect on the basis of ensuring that the pressure meets the requirement.

The invention also discloses a building roof on which the solar energy system is arranged.

A building comprises the wall body. The application further discloses a building system, building system includes foundation ditch stability checking calculation system, still further includes the calculation system of tower crane to newly-built construction period.

A foundation pit stability checking system based on excavation real-time data feedback comprises the following methods: the method comprises the steps of analyzing process logic relation of input geological and field basic parameters through a developed main client program, generating a calculation command stream which can be called by numerical calculation software, writing a calculation initial result into a register, establishing a model and calculating through feedback circulation of real-time construction data, comparing the calculation initial result with an initial calculation result of the register, writing a comparison result into a result file, continuously triggering a circulation modeling and calculating system according to field implementation data feedback until judgment is finished, and finally analyzing the result file, dynamically optimizing construction processes and guiding field construction. The software main client program reserves a program interface, can perform bidirectional data intercommunication with programs such as a construction period, a calculation amount and the like, and generates a related written report in a linkage manner.

According to the invention, through the developed program package, construction managers can conveniently and rapidly simulate construction, and formulate a construction scheme suitable for a site. The software can analyze the input data of the geological survey and the field to automatically generate a command stream file which can be used for numerical calculation, and adjust the model and the calculation program in real time through the field monitoring data to calculate the safety of the foundation pit, thereby providing theoretical support for reasonable organization and construction, optimizing the working procedures and reducing the cost in the engineering implementation process. The software is simple to operate, can be widely applied to actual engineering, and has good popularization and application values.

The system of the present invention comprises:

1. client side main program development

2. Client and interface program of numerical calculation software

3. Core computing command stream optimization and automatic generation subprogram

4. Output data processing module

5. And a cycle calculation triggering system linked with the monitoring data.

The system realizes the flow description and the main functions:

1. construction simulation

The software can call a national standard quota construction period library or an enterprise quota library to automatically control the construction period according to the input foundation pit information and the soil (rock) quality information, and the specific implementation mode is as follows:

a foundation pit information form and a soil (rock) quality parameter form are formed according to input basic information, wherein the foundation pit information form mainly comprises the depth, the area, the supporting mode and the like of a foundation pit, a system can divide basic construction sections (or manually divide) according to the information, at the moment, the construction time parameters (a construction period planning module) in a construction period library correspond to the soil (rock) quality parameters and the supporting mode, so that software can obtain the process arrangement, the construction sections and the duration of each section of the foundation pit construction, the software generates modeling command streams of each stage of the foundation pit according to the time sequence through cyclic control, the command streams can be sequentially read into relevant modeling software to realize the simulation of each construction state, and the range of the modeling software comprises Autocad, Revit and the like or other BIM relevant software.

The advantages of this construction simulation are: 1. the whole modeling process can be completed only by leading in foundation pit information and soil (rock) quality information according to formats by an operator without manual modeling. 2. The construction simulation time shaft is automatically generated according to the quota time shaft base, and the construction simulation time shaft has great use value for the construction stage and even the bidding stage.

2. Foundation pit stability real-time calculation

Because the geotechnical structure layers are heterogeneous materials, finite element calculation software is generally adopted for obtaining a relatively accurate stress or deformation calculation result, the existing geotechnical calculation finite element calculation software comprises ANSYS, Abaqus, FLAC3D and the like, the software is scientific research type software, colleges and research institutions use more software, the software can be operated by professionals from modeling, unit attribute selection, boundary conditions to post-processing, and field construction technicians in actual engineering basically do not have the capability of using the software.

According to item 1 of the system, the model used for construction simulation at each stage is not a simple soil (rock) layer geometric model, and software can perform operations such as unit division, unit attribute assignment, boundary conditions, loading and the like on the model at each stage, so that the model can be led into finite element software for calculation at any stage, and the software also develops interfaces among application programs, thereby realizing automation of the leading-in process. In the post-processing process, the software can directly extract the result of finite element calculation according to a format customized by a user, can display the result in the modes of pictures, lists and the like, and can dynamically view the result in the software such as Visualiazion through the exported odb result database file.

The system can enable field construction technicians to perform complex finite element calculation according to the geological survey report and the basic drawing information, perform safety evaluation on each construction process, reduce the threshold of the field workers for calculating by using large complex software, obtain more accurate calculation results, and enable the constructors to adjust construction deployment according to the results and the actual situation of the field, thereby avoiding potential risks in construction.

The building system further comprises a system for calculating the construction period of the newly-built building by the tower crane. And determining a calculation method of the construction period of the newly built building, a calculation formula and formula parameters according to the tower crane.

In practical engineering, only the influence of coverage and hoisting capacity is basically considered in the aspect of application and selection of the tower crane, but in practical application, not only the problems of coverage and hoisting capacity but also the influence of hoisting capacity and construction period need to be considered. The invention provides a construction period calculation method in a construction process, aiming at carrying out accounting on influence of the construction period in the tower crane operation process, so that the selected tower crane can meet the requirement of the construction period.

The tower crane performs one-time hoisting operation, which is formed by combining three operations of hoisting (height), gyration (angle) and amplitude variation (length of a cargo boom), so that the time and combination mode of the three operations need to be considered for calculating the one-time hoisting operation time.

The specifications of tower cranes of various types have detailed descriptions on the lifting, rotation and amplitude variation of tower cranes, and take TC5610 as an example.

In the prior art, a method for calculating a construction period by using a tower crane is in a blank state.

At present, in the application of the tower crane, the construction period is considered a little, and the model of the tower crane is selected according to an empirical conclusion, so that a certain error problem exists in the actual engineering, and the error not only influences the construction period of the engineering, but also influences the cost control.

According to the method, a construction period calculation formula is obtained through investigation of a plurality of projects, the construction period can be accurately calculated before the projects are started through the formula, a proper tower crane is selected according to the calculated construction period, and finally fine management of the projects and cost control can be realized on the basis that the projects are completed on schedule.

The tower crane construction period calculation process comprises the following steps:

firstly, calculating the engineering quantity of each standard layer;

secondly, calculating the hanging times of each material according to the engineering quantity of each standard layer;

thirdly, calculating the working time of each standard layer;

fourthly, the total construction period of the whole project is obtained through summarizing.

The general flow chart of the calculation process is shown in fig. 8. The engineering quantities of various materials in the flow chart refer to the specific weight or volume of the steel bars, steel pipe brackets, template battens and other (fasteners and the like) materials planned to be applied in the actual engineering;

the planned construction period refers to the planned time of a newly built building;

according to the analytical research on the hoisting weights of the tower cranes of multiple models, the single hoisting weights of different tower cranes in the actual work are obtained. In the third step, the working time of each standard layer is calculated by the following formula:

T_{standard layer construction period}＝(T_{Reinforcing bar}+T_{Form panel}+T_{Steel pipe support}+T_Others)×K₁×K₃

Wherein:

t- -construction period (d), calculation mode of construction period of various components

Qi- -the hoisting engineering quantity (piece or t) of each component; i represents steel bars, templates, steel pipes and other materials;

s-means single hoisting quantity (piece or t)

t- -time required to perform a lifting operation, t ═ t_{Lifting time}+t_{Time of revolution}+t_{Time of amplitude variation})×K₂

Each time is calculated in the manner of

H_q-a lifting height; preferably, H is increased with the rise of the floor_qGradually changing;

V₁-a hoisting speed; preferably V₁＝1.333m/s；

R-rotation angle; preferably, because the rotation angle is different during each lifting, a block dividing mode is adopted, and the rotation angle of the central position of each block is taken as the speed;

V₂-rotational speed; preferably V₂＝0-0.65r/min；

L-the luffing length, i.e. the length that varies along the boom;

V₃amplitude velocity, preferably V₃＝1m/s；

K₁-considering the difference ratio between the actual daily working time of the tower crane and the standard station shift, preferably taking the value of 0.889;

K₂considering the complexity of the lifting, slewing and luffing operation of the tower crane during operation and the difference between the floor height and the stacking position, a coefficient range of 1.234-1.694 is given, and when the floor height is less than or equal to 10m, K is taken₂Is 1.234, and K is equal to 1000m in height₂Taken as 1.694, and when the height is between 10 and 1000m, K₂The calculation method is not suitable for super high-rise buildings according to the interpolation method;

K₃-intermittent time correction factor with minimum value 4.545 and maximum value 9.33. At 3.5 days after completion of a standard layer, K₃4.545, when 7 days complete a standard layer, K₃Taking 9.33, completing a standard layer for 3.5-7 days, K₃Taken by interpolation.

In the formula K₁、K₂、K₃The value taking method comprises the following steps:

the values of the three important parameters are all obtained according to the actual engineering. By means of a monitoring device and data detection equipment which are installed on the tower crane, statistical analysis is carried out on operation data (single-lifting time, lifting times of a standard layer, working time of the tower crane in one day and the like) during lifting of the tower crane, and then the three parameters are obtained. The calculation process is described below by taking tower crane parameters of model TC5610(QTZ63) as an example.

1)K₁The value taking method comprises the following steps:

the following table 1 shows partial data of the daily operation time of the tower crane in actual work, which is obtained by monitoring the working time of the actual engineering tower crane:

TABLE 1 working time of tower crane in practical engineering

Date	11.1	11.2	11.3	11.4	11.5	11.6	11.7	11.8	11.9	11.10
											Time (h)	9.5	7.5	9	10	9	9	8.5	8.5	9	8.5
Date	11.11	11.12	10.29	10.30	10.31
											Time (h)	13	9	8.5	9	7.5
Date	11.1	11.2	11.3	11.4	11.5	11.6	11.7	11.8	11.9	11.10
											Time (h)	9.2	10	9.4	9	9.5	9.4	9	16.5	11	10.2
Date	11.13	11.14	10.19	10.20	10.21	10.22	10.23	10.24	10.25	10.26
											Time (h)	8.5	4.5	9	9.5	9.5	9	9	8.9	14.3	8.5
Date of day	10.27	10.28	10.29	10.30	10.31
											Time (h)	10.9	13.1	8.8	14.5	13.8

From the table above, the working time of the tower crane in actual working is concentrated between 8.5h and 9.5h, and the standard shift time is 8h, so that K1 is 0.889.

2)K₂The value taking method comprises the following steps:

when the tower crane works for one time, the calculation method comprises three aspects of lifting time, rotation time and amplitude variation time, and during site construction, the position of a stock ground is unchanged, so that the change of the rotation time and the amplitude variation time is small, and the lifting time is a key influence factor.

The following is a theoretical calculation process: the height was varied by 10m each time.

The height is 10m, the rotation is 100 degrees, and the traction is 40m

② the height is 20m, the rotation is 100 degrees, the traction is 40m

③ the height is 30m, the rotation is 100 degrees, and the traction is 40m

③ height is 50m, rotation is 100 degrees, traction is 40m

Fourthly, the height is 60m, the rotation is 100 degrees, and the traction is 40m

The method comprises the following steps of monitoring actual engineering to obtain partial data of single-crane use time of the tower crane, and counting the partial data to obtain the following table:

partial error data (caused by factors such as no-load operation of a tower crane) exist in the monitoring data, so that parts are respectively removed from the left and the right, and the obtained time range is within 100-200 s.

K can be obtained by comparing and analyzing theoretical calculation and actual monitoring data₂The value range is as follows: 1.234-1.694.

3)K₃Value taking methods (taking two actual projects for monitoring as examples):

the following table shows the engineering quantities of the materials of item 1:

and (3) calculating:

steel bar 22825kg

Steel pipe (700 × 2.5+900 × 0.9) × 3.78 ═ 9676.8kg

1400X 6.5 ═ 9100kg of template

15 x 800 of flitch is 12000kg

13050kg for 435 × 30 scaffold

Other 500 × 2.6 × 3.78 ═ 4914kg

The single-layer hanging times of the standard layer are as follows: n (22825+9676.8+13050)/1000+ (9100+12000)/200+4914/500 ═ 162 times

From the above equation, if all the calculations are performed according to the full load condition, the workload of one standard layer can be completed within 0.75 working hours, but the tower crane cannot be operated under the full load condition in the actual situation, and the tower crane stops working due to weather reasons, management factors and the like. There is a correction factor for this term between full load and actual conditions.

In the actual work, the work time of one standard floor of the project 1 is 7 days (the speed of one floor in 7 days is very slow in building construction, so that the time of one floor in 7 days is the longest time), so that the coefficient K is obtained₃The upper limit is 9.33.

The following table shows the engineering quantities of the materials of item 2:

calculating by using project 2 standard layer engineering quantity to obtain:

steel bar and steel pipe 28.371+0.57+9+0.41 ═ 38.351t

18 x 800 ═ 14400kg of square lumber

Template 1t

Fastener + top support (642+703) × 1.57 (2111.65 kg)

And (3) hoisting the standard layer: 38351/1000+14400/200+2111.65/500+10000/200 is 166 times

In the actual work of project 2, the completion time of one standard floor is 3.5 days (3.5 days are faster in building construction, and 3.5 days are the fastest completion time of the standard floor), so that the coefficient K is obtained₃A lower limit of 4.545.

The main innovation points of the tower crane on the construction period of a newly-built building are as follows:

1) and (4) calculating the construction period of the newly built building according to the tower crane.

2) The values and ranges of K1, K2 and K3 in the calculation formula.

The method makes up the blank of the calculation of the construction period related to the tower crane in the engineering construction, and the calculation mode has outstanding advantages in the aspects of tower crane model selection, construction period control, construction fine management, cost control and the like in the engineering.

Although the present invention has been described with reference to the preferred embodiments, it is not limited thereto. Various changes and modifications may be effected therein by one skilled in the art without departing from the spirit and scope of the invention as defined in the appended claims.

Claims (3)

1. A building system comprising a foundation pit stability experiment method comprises a solar fabricated building wall body, wherein the wall body comprises a heat collecting pipe and a reflector, the heat collecting pipe is a flat pipe, the flat pipe comprises a lower bottom plate and an upper cover, the upper cover and the bottom plate are assembled together to form a cavity of the flat pipe, fluid flows in the cavity, the bottom plate comprises a plurality of heat exchange areas, each heat exchange area comprises a vertical plate and fins, and the vertical plates comprise a first vertical plate positioned in the center of the bottom plate, a second vertical plate surrounding the first vertical plate, a third vertical plate surrounding the second vertical plate and a fourth vertical plate surrounding the third vertical plate;

the building system comprises a foundation pit stability checking system; the method comprises the steps of performing procedure logic relation analysis on basic parameters of the inputted geology and the field through a developed main client program, generating a calculation command stream which can be called by numerical calculation software, writing a calculation initial result into a register, establishing a model and calculating through feedback circulation of real-time construction data, comparing the calculation initial result with an initial calculation result of the register, writing a comparison result into a result file, continuously triggering a circulation modeling and calculating system according to feedback of field implementation data until the judgment is finished, and finally analyzing the result file, dynamically optimizing construction procedures and guiding field construction; a program interface is reserved in a software main client program, bidirectional data intercommunication can be carried out with programs such as a construction period, a calculation amount and the like, and a related written report is generated in a linkage manner;

the building system also comprises a system for calculating the construction period of the tower crane operation mode, and the system adopts the following method to calculate the construction period:

firstly, calculating the engineering quantity of each standard layer;

secondly, calculating the hanging times of each material according to the engineering quantity of each standard layer;

thirdly, calculating the working time of each standard layer;

fourthly, summarizing to obtain the total construction period of the whole project;

the standard layer operating time in the third step is calculated as follows:

T_{standard layer construction period}=(T_{Reinforcing bar}+T_{Form panel}+T_{Steel pipe support}+T_Others)

Wherein:

t- -construction period (d), calculation mode of construction period of various components:

T_{reinforcing bar}=

；T_{Form panel}=

；T_{Steel pipe}=

；T_Others=

Qi- -the hoisting engineering quantity (piece or t) of each component; i represents steel bars, templates, steel pipes and other materials;

s refers to the quantity (piece or t) of single hoisting;

t- -time required to perform one lifting work, t = (t)_{Lifting time}+t_{Time of revolution}+t_{Time of amplitude variation})

K₂

Each time is calculated as t_{Lifting time}=

；t_{Time of revolution}=

；t_{Time of amplitude variation}=

；

H_q-a lifting height;

V₁-a hoisting speed;

r-rotation angle;

V₂-rotational speed;

l-variable amplitude length;

V₃-the amplitude variation velocity;

K₁- -examinationConsidering the ratio of the actual daily working time of the tower crane to the difference between standard station classes;

K₂-in the range of 1.234-1.694, when the floor height is less than or equal to 10m, K is taken₂Is 1.234, and K is equal to 1000m in height₂Taken as 1.694, and when the height is between 10 and 1000m, K₂Selecting according to an interpolation method;

K₃-a modification factor of the pause time with a minimum value of 4.545 and a maximum value of 9.33; at 3.5 days after completion of a standard layer, K₃4.545, when 7 days complete a standard layer, K₃Taking 9.33, completing a standard layer for 3.5-7 days, K₃Taken by interpolation.

2. The building system of claim 1, wherein the solar-assembled building wall includes transparent panels, pre-heat pipes, insulation, outer load-bearing walls, insulation, inner load-bearing walls, ventilation components; the transparent plate, the preheating pipe and the heat insulation layer are arranged on the outer surface of the outer bearing wall, the transparent plate is arranged outside the preheating pipe, and the heat insulation layer is arranged on the inner side of the preheating pipe.

3. The building system of claim 2, wherein the risers include four risers, each riser including two riser walls that are perpendicular to each other, extensions of the riser walls of the four risers forming a first square, the riser walls forming a portion of a side of the first square; a first interval is arranged between the vertical plate walls of the adjacent first vertical plates;

the second vertical plates comprise four vertical plate walls, each second vertical plate comprises two vertical plate walls which are perpendicular to each other, extension lines of the vertical plate walls of the four second vertical plates form a second square structure, and the vertical plate walls form a part of the edges of the second square; a second interval is arranged between the vertical plate walls of the adjacent second vertical plates;

the third vertical plates comprise four vertical plate walls, each third vertical plate comprises two vertical plate walls which are perpendicular to each other, extension lines of the vertical plate walls of the four third vertical plates form a third square structure, and the vertical plate walls form a part of the side of the third square; a third interval is arranged between the vertical plate walls of the adjacent third vertical plates;

the fourth vertical plates comprise four vertical plate walls, each fourth vertical plate comprises two vertical plate walls which are perpendicular to each other, extension lines of the vertical plate walls of the four fourth vertical plates form a fourth square structure, and the vertical plate walls form a part of the side of the fourth square; and a fourth interval is arranged between the vertical plate walls of the adjacent fourth vertical plates.

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