A prefabricated shear wall structure and vertical connection method and system

Abstract

The present invention discloses an assembled shear wall structure and a vertical connection method and system, comprising the steps of obtaining characteristic data of a bearing contact surface and reserved steel bar data of the bearing contact surface; obtaining wall characteristic data of the bearing shear wall and shear wall assembly data; calculating and obtaining a matching value of the shear wall; obtaining a matching qualified signal; calculating and obtaining an assembly degree value of the shear wall; obtaining an assembly qualified signal; calculating and obtaining a stability value of the shear wall; comparing the stability value of the shear wall with a stability threshold value to obtain a shear wall stability to be improved signal, adjusting the wall characteristic data of the shear wall and obtaining a shear wall stability signal; vertically connecting the shear wall and performing concrete filling and pouring, processing the data of the shear wall and the bearing contact surface to obtain an assembled shear wall that meets the standards, avoiding the occurrence of unstable joint connections during the splicing process, thereby better ensuring the transmission of force between prefabricated shear wall panels and the ability to work in coordination.

Description

Technical Field

[0001] The present invention relates to the technical field of shear wall connection, and in particular to an assembled shear wall structure and a vertical connection method and system. Background Art

[0002] In recent years, with the development of prefabricated shear walls, the structural idea of ​​prefabricated integral shear walls is to divide the components of the building structure into many units, then cast and shape each unit in a prefabricated component factory or prefabrication site, and then transport it to the construction site for mechanical hoisting, and finally use wet connection to form a prefabricated shear wall structure; in many existing prefabricated shear wall projects, most of them still use wet connection to assemble and connect prefabricated shear wall panels on site to form an overall prefabricated structural body. However, the performance of the splicing nodes between the prefabricated shear wall panel units determines the integrity of the structure. Only by ensuring the mechanical properties of the connection nodes can the effective coordination and reasonable transmission of force between the prefabricated shear wall panel units be ensured.

[0003] In the process of prefabricated concrete shear wall connection, the connection node is often the weak link of the prefabricated shear wall structure. The vertical steel bars in the prefabricated concrete components are the key to the connection. Mature and reliable node connection is the key to ensure the integrity and safety of the prefabricated concrete structure. The superior prefabricated concrete component steel bar connection should also have the characteristics of safe and reliable connection.

[0004] During the connection process of the shear wall, on the one hand, it is necessary to ensure the aesthetics of the connection, and on the other hand, it is necessary to ensure the stability of the connection between the shear wall and the bearing contact surface; and the stability of the connection is an extremely important link in determining the shear wall connection construction, that is, it is necessary to ensure the accuracy during the docking process and to ensure the match between the shear wall and the bearing surface. It is important to consider the pouring height and hardness of the concrete poured during the wet connection process. When problems arise after the shear wall is assembled, it is irreversible for the shear wall and the construction, and it is very easy to cause stability and safety problems on the entire wall. Therefore, before the shear wall is assembled, various data need to be calculated to ensure the stability and safety of the shear wall during the assembly process. Summary of the invention

[0005] The object of the present invention is to provide a prefabricated shear wall structure and a vertical connection method and system to solve the above-mentioned background problems.

[0006] The purpose of the present invention can be achieved by the following technical solutions:

[0007] A vertical connection method of an assembled shear wall structure, comprising:

[0008] Obtaining the characteristic data of the bearing contact surface and the reserved steel bar data of the bearing contact surface; obtaining the wall characteristic data and shear wall assembly data of the bearing shear wall;

[0009] Obtaining the characteristic data of the bearing contact surface and the characteristic data of the wall, and calculating the matching value of the shear wall;

[0010] Determine whether the matching value of the shear wall is within the preset matching value range, and obtain a matching qualified signal;

[0011] Obtain the reserved steel bar data of the bearing contact surface and the shear wall assembly data, and calculate the assembly degree value of the shear wall;

[0012] Determine whether the assembly degree value of the shear wall is within the qualified assembly degree value range, and obtain a qualified assembly signal;

[0013] Based on the assembly degree value and wall characteristic data, the stability value of the shear wall is calculated;

[0014] Compare the stability value of the shear wall with the stability threshold to obtain the shear wall status information; wherein the shear wall status information includes a shear wall stability signal and a shear wall stability to be improved signal;

[0015] Obtain a signal for the stability of the shear wall to be improved, adjust the wall characteristic data of the shear wall, and obtain a shear wall stability signal;

[0016] Based on the shear wall stability signal, the shear wall is vertically connected and concrete is poured.

[0017] As a further solution of the present invention: the bearing contact surface characteristic data includes a contact reserved area value YS and a reserved surface flatness value YP;

[0018] The wall feature data includes a wall bottom area value QD, a wall height value QH, a wall thickness value QW, a wall bottom surface flatness value QP and a wall verticality value QZ;

[0019] The reserved steel bar data includes the reserved steel bar quantity value YGs and the reserved steel bar length value YGc;

[0020] The shear wall assembly data includes the wall reinforcement quantity value QTs and the wall reinforcement extension length value QTc.

[0021] As a further solution of the present invention: the matching value PP of the shear wall is calculated as follows:

[0022] The contact characterization value JB is obtained by calculating the ratio of the wall bottom surface flatness value QP and the reserved surface flatness value YP;

[0023] Calculate the ratio of the wall bottom area value QD to the reserved area value YS to obtain the contact area ratio JM;

[0024] The matching value PP of the wall is calculated by PP=JB×JM×sinQZ.

[0025] As a further solution of the present invention: determining whether the matching value PP is within a preset matching value range [Ppx, Ppy];

[0026] If the matching value PP is within the preset matching value range [Ppx, Ppy], a matching qualified signal is obtained;

[0027] If the matching value PP is not within the preset matching value range [Ppx, Ppy], a matching failure signal is obtained.

[0028] As a further solution of the present invention: the calculation method of the assembly degree value ZP of the shear wall is:

[0029] Get the filling height value Th when the shear wall is vertically connected;

[0030] First, sum the reserved steel bar length value YGc and the wall steel bar extension length value QTc, and then subtract the filling height value Th when the shear wall is vertically connected to obtain the steel bar overlap length value GCd;

[0031] The reserved steel bar quantity value YGs and the wall steel bar quantity value QTs are summed to obtain the total steel bar quantity value GSZ; then the total steel bar quantity value GSZ is calculated by ratio with the wall bottom area value QD of the shear wall to obtain the steel bar assembly density value GJM of the shear wall;

[0032] The steel bar assembly density value GJM is multiplied by the steel bar overlap length value GCd, and the ratio is calculated with the product of the filling height value Th and the wall height value QH to obtain the shear wall assembly degree value ZP.

[0033] As a further solution of the present invention: judging whether the assembly degree value ZP of the shear wall is within the qualified assembly degree value range [Zphx, Zphy]:

[0034] If the assembly degree value ZP of the shear wall is within the qualified assembly value range [Zphx, Zphy], then a qualified assembly signal is obtained;

[0035] If the assembly degree value ZP of the shear wall is not within the qualified assembly degree value range [Zphx, Zphy], an assembly failure signal is obtained.

[0036] As a further solution of the present invention: the calculation method of the stability value WG of the shear wall is:

[0037] Obtain the filling hardness value Ty of the shear wall when it is vertically connected; based on the assembly value ZP of the shear wall and the wall characteristic data;

[0038] pass The stability value WG of the shear wall is calculated, where a is the matching coefficient and b is the main body stability coefficient.

[0039] As a further solution of the present invention: comparing the stability value WG of the shear wall with the stability threshold WGy;

[0040] If the stability value WG of the shear wall is greater than or equal to the stability threshold WGy, a shear wall state stability signal is obtained;

[0041] If the stability value WG of the shear wall is less than the stability threshold WGy, a signal for the shear wall stability to be improved is obtained.

[0042] As a further solution of the present invention: an assembled shear wall structure, the assembled shear wall structure is connected by the above-mentioned connection method.

[0043] As a further solution of the present invention: a vertical connection system of a prefabricated shear wall structure, comprising:

[0044] Data acquisition module: The data acquisition module is used to obtain the characteristic data of the bearing contact surface and the reserved steel bar data of the bearing contact surface; it is also used to obtain the wall characteristic data of the bearing shear wall and the shear wall assembly data;

[0045] Data processing module: The data processing module is used to calculate the matching value of the shear wall; to calculate the assembly value of the shear wall; and to calculate the stability value of the shear wall;

[0046] Signal judgment module: The signal judgment module is used to judge whether the matching value of the shear wall is within the preset matching value range, and obtain a matching qualified signal;

[0047] Used to determine whether the assembly degree value of the shear wall is within the qualified assembly degree value range, and obtain an assembly qualified signal;

[0048] Used to compare the stability value of the shear wall with the stability threshold to obtain the shear wall status information;

[0049] Correction and adjustment module: The correction and adjustment module is used to obtain a shear wall stability improvement signal, adjust the wall characteristic data of the shear wall based on the shear wall characteristic model, and obtain a shear wall stability signal.

[0050] Beneficial effects of the present invention:

[0051] In the present invention, in the process of vertical connection of the assembled shear wall, the data of the shear wall and the bearing contact surface are obtained, and the matching degree, assembly degree and stability of the shear wall and the bearing contact surface are calculated based on the data. When the matching degree is not good, the data of the shear wall and the bearing contact surface can be adjusted, and then the assembly degree of the shear wall and the bearing contact surface is measured, and adjustments are made according to the assembly results. Finally, the shear wall and the bearing area meet the standards based on the adjusted data, and finally the height and hardness of the concrete filled between the shear wall and the bearing contact surface are obtained to calculate the stability. When the stability cannot be satisfied, the problem of concrete can be quickly obtained, and at this time, the connection scheme of the shear wall can be quickly adjusted;

[0052] By processing the data of the shear wall and the load-bearing contact surface, an assembled shear wall that meets the standards is obtained, which better ensures the stability of the shear wall during the connection process and avoids unsightly and unstable connections during the splicing process. BRIEF DESCRIPTION OF THE DRAWINGS

[0053] The present invention will be further described below in conjunction with the accompanying drawings.

[0054] Figure 1 It is a schematic diagram of the connection method flow structure of the present invention;

[0055] Figure 2 It is a system block diagram of the present invention. DETAILED DESCRIPTION

[0056] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0057] Embodiment 1

[0058] See also Figure 1 As shown, the present invention is a vertical connection method of an assembled shear wall structure, comprising the following steps:

[0059] Step 1: Obtain the characteristic data of the bearing contact surface and the reserved steel bar data of the bearing contact surface; obtain the wall characteristic data of the bearing shear wall and the shear wall assembly data;

[0060] Among them, the bearing contact surface characteristic data includes the contact reserved area value YS and the reserved surface flatness value YP; the reserved steel bar data includes the reserved steel bar quantity value YGs and the reserved steel bar length value YGc;

[0061] The wall characteristic data includes the wall bottom area value QD, the wall height value QH, the wall thickness value QW, the wall bottom surface flatness value QP and the wall verticality value QZ; the shear wall assembly data includes the wall steel bar quantity value QTs and the wall steel bar extension length value QTc;

[0062] Step 2: Based on the bearing contact surface characteristic data and the wall characteristic data, the matching value PP of the shear wall is calculated;

[0063] Specific:

[0064] S21: The contact characterization value JB is obtained by calculating the ratio of the wall bottom surface flatness value QP and the reserved surface flatness value YP; that is, The contact characterization value can be used to determine whether the flatness of the reserved surface of the shear wall bottom surface and the bearing contact surface is consistent. That is, the closer JB is to 1, the simpler and faster the shear wall and the bearing foundation surface are when connected. Therefore, the contact characterization value JB is used as a factor to measure the matching between the two.

[0065] S22: Calculate the ratio of the wall bottom area value QD to the reserved area value YS to obtain the contact area ratio JM; that is, Through the contact area ratio, we can see whether the bottom area of ​​the shear wall is consistent with the reserved area of ​​the bearing contact surface, that is, whether the bottom area of ​​the shear wall can all fall within the contact surface. The closer JM is to 1, the better the coordination between the bottom area of ​​the shear wall and the reserved area of ​​the bearing contact surface.

[0066] S23: The matching value PP of the wall is calculated by PP=JB×JM×sinQZ; wherein sinQZ is the angle between the shear wall and the horizontal plane during assembly, and the closer the angle is to 90°, the more standard the installation of the shear wall is and the better the matching degree is. That is, when sinQZ is equal to 1, it means that the entire wall of the shear wall is perpendicular to the ground, the installation is more stable, and the aesthetics of the connection is guaranteed;

[0067] It should be noted that: the closer the matching value PP is to 1, the better the matching degree between the shear wall and the bearing contact surface during the connection process;

[0068] Step 3: Determine whether the matching value PP is within the preset matching value range [Ppx, Ppy];

[0069] If the matching value PP is within the preset matching value range [Ppx, Ppy], a matching qualified signal is obtained;

[0070] If the matching value PP is not in the preset matching value range [Ppx, Ppy], a matching failure signal is obtained;

[0071] It should be noted that: the closer the matching value of the shear wall and the bearing contact surface is to 1, the better the matching between the two is. Therefore, Ppx<1<Ppy; when the matching value PP is in the preset matching value range [Ppx, Ppy], it means that the matching degree is good, and at this time, the subsequent vertical connection can be carried out;

[0072] When a match failure signal appears, it is necessary to determine whether the contact characterization value JB has a large deviation, or the contact area ratio JM has a large deviation, or the vertical deviation of the shear wall is too large, and then make adjustments based on the deviation position;

[0073] Step 4: Obtain the reserved steel bar data of the bearing contact surface and the shear wall assembly data, and calculate the assembly degree value ZP of the shear wall;

[0074] Specific:

[0075] S41: Obtaining a filling height value Th when the shear wall is vertically connected; that is, a height between the lower side of the shear wall and the bearing contact surface for filling concrete for reinforcement when the shear wall is vertically connected;

[0076] S42: Calculate the steel bar overlap length GCd by GCd=YGc+QTc-Th; wherein YGc is the length of the steel bars reserved above the bearing surface; QTc is the length of the steel bars extending below the shear wall;

[0077] S43: First, calculate the total number of steel bars GSZ by GSZ=YGs+QTs; The steel bar assembly density value GJM is calculated. Since the steel bars between the shear wall and the bearing contact surface must be inserted into the holes reserved on the other surface, after the shear wall and the bearing contact surface are vertically connected, the assembly degree of the shear wall is measured by the overlap and density between the steel bars.

[0078] S44: Passed The assembly degree value ZP of the shear wall is calculated; since the various data of the shear wall assembly connection are important indicators for determining the stability of the shear wall, the steel bar density between the shear wall and the bearing contact surface, and the overlap length of the steel bars between the shear wall and the bearing contact surface are factors for measuring the assembly index during the assembly process; and during the assembly process, the steel bar density and the steel bar overlap length are not the larger the better, so it is necessary to ensure that the assembly degree value ZP is within a stable and qualified value range to ensure that the assembly degree is at a good level. At the same time, it should be noted that the stable and qualified value range is set by the staff based on historical data;

[0079] Step 5: Determine whether the shear wall assembly degree value ZP is within the qualified assembly degree range [Zphx, Zphy]:

[0080] If the assembly degree value ZP of the shear wall is within the qualified assembly value range [Zphx, Zphy], then a qualified assembly signal is obtained;

[0081] If the assembly degree value ZP of the shear wall is not within the assembly degree qualified value range [Zphx, Zphy], an assembly unqualified signal is obtained; when an unqualified signal appears, the steel bar density and the steel bar overlap length value or the filling height value Th are adjusted based on the assembly degree value ZP to obtain an assembly qualified signal;

[0082] Step 6: Based on the assembly degree value and wall characteristic data, calculate the stability value of the shear wall;

[0083] S61: Obtaining a filling hardness value Ty when the shear wall is vertically connected; the filling hardness value Ty is the hardness of the concrete filled at the lower side and the bearing contact surface after drying when the shear wall is vertically connected;

[0084] S62: Passed The stability value WG of the shear wall is calculated, where a is the matching coefficient and b is the main stability coefficient. It should be noted that a and b are obtained by the staff through fitting calculation based on historical data.

[0085] Step 7: Compare the stability value WG of the shear wall with the stability threshold WGy;

[0086] If the stability value WG of the shear wall is greater than or equal to the stability threshold WGy, a shear wall state stability signal is obtained;

[0087] If the stability value WG of the shear wall is less than the stability threshold WGy, a signal for the stability of the shear wall to be improved is obtained; at this time, since the shear wall has formed a fixed wall height value QH and wall thickness value QW during prefabrication, it can be adjusted from two aspects. First, the filling height value Th can be adjusted, but the filling height value not only affects the stability value WG of the shear wall, but also affects the assembly value ZP of the shear wall. Therefore, when adjusting, feedback calculation is required, that is, judging whether the assembly degree ZP is qualified. Second, the filling hardness value Ty can be adjusted to ensure the stability of the shear wall.

[0088] Step 8: Based on the shear wall stability signal, the shear wall is vertically connected and concrete is poured.

[0089] In this embodiment, during the vertical connection process of the prefabricated shear wall, the data of the shear wall and the load-bearing contact surface are obtained, and the matching degree, assembly degree and stability of the shear wall and the load-bearing contact surface are calculated based on this data. When the matching degree is not good, the data of the shear wall and the load-bearing contact surface can be adjusted, and then the assembly degree of the shear wall and the load-bearing contact surface is measured, and adjustments are made according to the assembly results. Finally, the shear wall and the load-bearing area meet the standards based on the adjusted data. Finally, the height and hardness of the concrete filled between the shear wall and the load-bearing contact surface are obtained for stability calculation. When the stability cannot be met, the problem of concrete can be quickly obtained. At this time, the connection plan of the shear wall can be quickly adjusted. By processing the data of the shear wall and the load-bearing contact surface to obtain a prefabricated shear wall that meets the standards, the stability of the shear wall during the connection process is better guaranteed, and the occurrence of unsightly and unstable connections during the splicing process is avoided.

[0090] Embodiment 2

[0091] An assembled shear wall structure, the assembled shear wall structure is assembled by the connection method in the first embodiment;

[0092] Specific:

[0093] First, obtain the bearing contact surface characteristic data and the bearing contact surface reserved steel bar data respectively; obtain the wall characteristic data and shear wall assembly data of the bearing shear wall;

[0094] Obtaining the characteristic data of the bearing contact surface and the characteristic data of the wall, and calculating the matching value of the shear wall;

[0095] Determine whether the matching value of the shear wall is within the preset matching value range, and obtain a matching qualified signal;

[0096] Obtain the reserved steel bar data of the bearing contact surface and the shear wall assembly data, and calculate the assembly degree value of the shear wall;

[0097] Determine whether the assembly degree value of the shear wall is within the qualified assembly degree value range, and obtain a qualified assembly signal;

[0098] Based on the assembly degree value and wall characteristic data, the stability value of the shear wall is calculated;

[0099] Compare the stability value of the shear wall with the stability threshold to obtain the shear wall status information; wherein the shear wall status information includes a shear wall stability signal and a shear wall stability to be improved signal;

[0100] Obtain a signal for the stability of the shear wall to be improved, adjust the wall characteristic data of the shear wall, and obtain a shear wall stability signal;

[0101] When all the indicators in the assembly process in the above connection method meet the requirements, the shear wall is vertically connected. This can effectively ensure that the assembled shear wall can effectively meet the assembly standards and bearing standards during the vertical connection process;

[0102] In the vertical connection process of the prefabricated shear wall, the data of the shear wall and the load-bearing contact surface are obtained, and the matching degree, assembly degree and stability of the shear wall and the load-bearing contact surface are calculated based on this data. When the matching degree is not good, the data of the shear wall and the load-bearing contact surface can be adjusted, and then the assembly degree of the shear wall and the load-bearing contact surface is measured, and adjustments are made according to the assembly results. Finally, the shear wall and the bearing area meet the standards based on the adjusted data, and finally the height and hardness of the concrete filled between the shear wall and the load-bearing contact surface are obtained for stability calculation. When the stability cannot be met, the problem of concrete can be quickly obtained, and at this time, the connection plan of the shear wall can be quickly adjusted.

[0103] Embodiment 3

[0104] like Figure 2 As shown, a vertical connection system of a prefabricated shear wall structure comprises:

[0105] Data acquisition module: The data acquisition module is used to obtain the characteristic data of the bearing contact surface and the reserved steel bar data of the bearing contact surface; it is also used to obtain the wall characteristic data of the bearing shear wall and the shear wall assembly data;

[0106] Data processing module: The data processing module is used to calculate the matching value of the shear wall; to calculate the assembly value of the shear wall; and to calculate the stability value of the shear wall;

[0107] Signal judgment module: The signal judgment module is used to judge whether the matching value of the shear wall is within the preset matching value range, and obtain a matching qualified signal;

[0108] Used to determine whether the assembly degree value of the shear wall is within the qualified assembly degree value range, and obtain an assembly qualified signal;

[0109] Used to compare the stability value of the shear wall with the stability threshold to obtain the shear wall status information;

[0110] Correction and adjustment module: The correction and adjustment module is used to obtain a shear wall stability improvement signal, adjust the wall characteristic data of the shear wall based on the shear wall characteristic model, and obtain a shear wall stability signal.

[0111] When the matching degree is not good, the data of the shear wall and the load-bearing contact surface can be adjusted, and then the assembly degree of the shear wall and the load-bearing contact surface can be measured, and adjustments can be made according to the assembly results. Finally, the shear wall and the load-bearing area can meet the standards based on the adjusted data. Finally, the height and hardness of the concrete filled between the shear wall and the load-bearing contact surface can be obtained for stability calculation. When the stability cannot be met, the problem of concrete can be quickly obtained. At this time, the connection plan of the shear wall can be quickly adjusted; by processing the data of the shear wall and the load-bearing contact surface to obtain an assembled shear wall that meets the standards, the stability of the shear wall during the connection process is better guaranteed, and the unsightly and unstable connection during the splicing process is avoided.

[0112] The above is a detailed description of an embodiment of the present invention, but the content is only a preferred embodiment of the present invention and cannot be considered to limit the scope of implementation of the present invention. All equivalent changes and improvements made within the scope of the present invention should still fall within the scope of the patent coverage of the present invention.

Claims

1. A vertical connection method for an assembled shear wall structure, characterized in that: include: Obtaining the characteristic data of the bearing contact surface and the reserved steel bar data of the bearing contact surface; obtaining the wall characteristic data and shear wall assembly data of the bearing shear wall; Obtaining the characteristic data of the bearing contact surface and the characteristic data of the wall, and calculating the matching value of the shear wall; The bearing contact surface characteristic data includes a contact reserved area value YS and a reserved surface flatness value YP; The wall feature data includes a wall bottom area value QD, a wall height value QH, a wall thickness value QW, a wall bottom surface flatness value QP and a wall verticality value QZ; The reserved steel bar data includes the reserved steel bar quantity value YGs and the reserved steel bar length value YGc; The shear wall assembly data includes the wall reinforcement quantity value QTs and the wall reinforcement extension length value QTc; The calculation method of the matching value PP of the shear wall is: The contact characterization value JB is obtained by calculating the ratio of the wall bottom surface flatness value QP and the reserved surface flatness value YP; Calculate the ratio of the wall bottom area value QD to the reserved area value YS to obtain the contact area ratio JM; The matching value PP of the shear wall is calculated by PP = JB × JM × sinQZ; Determine whether the matching value of the shear wall is within the preset matching value range, and obtain a matching qualified signal; Obtain the reserved steel bar data of the bearing contact surface and the shear wall assembly data, and calculate the assembly degree value of the shear wall; The calculation method of the assembly degree value ZP of the shear wall is: Get the filling height value Th when the shear wall is vertically connected; First, sum the reserved steel bar length value YGc and the wall steel bar extension length value QTc, and then subtract the filling height value Th when the shear wall is vertically connected to obtain the steel bar overlap length value GCd; The reserved steel bar quantity value YGs and the wall steel bar quantity value QTs are summed to obtain the total steel bar quantity value GSZ; then the total steel bar quantity value GSZ is calculated by ratio with the wall bottom area value QD of the shear wall to obtain the steel bar assembly density value GJM of the shear wall; The steel bar assembly density value GJM is multiplied by the steel bar overlap length value GCd, and the ratio is calculated by multiplying the filling height value Th and the wall height value QH to obtain the shear wall assembly degree value ZP; Determine whether the assembly degree value of the shear wall is within the qualified assembly degree value range, and obtain a qualified assembly signal; Based on the assembly degree value and wall characteristic data, the stability value of the shear wall is calculated; The calculation method of the stability value WG of the shear wall is: Obtain the filling hardness value Ty of the shear wall when it is vertically connected; based on the assembly value ZP of the shear wall and the wall characteristic data; pass The stability value WG of the shear wall is calculated, where a is the matching coefficient and b is the main body stability coefficient; Compare the stability value of the shear wall with the stability threshold to obtain the shear wall status information; wherein the shear wall status information includes a shear wall stability signal and a shear wall stability to be improved signal; Obtain a signal for the stability of the shear wall to be improved, adjust the wall characteristic data of the shear wall, and obtain a shear wall stability signal; Based on the shear wall stability signal, the shear wall is vertically connected and concrete is poured.

2. A vertical connection method for an assembled shear wall structure according to claim 1, characterized in that , determine whether the matching value PP is in the preset matching value range [Ppx, Ppy]; If the matching value PP is within the preset matching value range [Ppx, Ppy], a matching qualified signal is obtained; If the matching value PP is not within the preset matching value range [Ppx, Ppy], a matching failure signal is obtained.

3. A vertical connection method for an assembled shear wall structure according to claim 1, characterized in that: Determine whether the shear wall assembly value ZP is within the qualified assembly value range [Zphx, Zphy]: If the assembly degree value ZP of the shear wall is within the qualified assembly degree range [Zphx, Zphy], then a qualified assembly signal is obtained; If the assembly degree value ZP of the shear wall is not within the qualified assembly degree value range [Zphx, Zphy], an assembly failure signal is obtained.

4. A vertical connection method for an assembled shear wall structure according to claim 1, characterized in that: Compare the stability value WG of the shear wall with the stability threshold WGy; If the stability value WG of the shear wall is greater than or equal to the stability threshold WGy, a shear wall state stability signal is obtained; If the stability value WG of the shear wall is less than the stability threshold WGy, a signal for the shear wall stability to be improved is obtained.

5. An assembled shear wall structure, characterized in that: The assembled shear wall structure is obtained by connecting using any one of the connection methods in claims 1 to 4.

6. A vertical connection system of an assembled shear wall structure, characterized in that: The system is used to implement the vertical connection method of the assembled shear wall structure as described in any one of claims 1 to 4 above, comprising: Data acquisition module: The data acquisition module is used to obtain the characteristic data of the bearing contact surface and the reserved steel bar data of the bearing contact surface; it is also used to obtain the wall characteristic data of the bearing shear wall and the shear wall assembly data; Data processing module: The data processing module is used to calculate the matching value of the shear wall; to calculate the assembly value of the shear wall; and to calculate the stability value of the shear wall; Signal judgment module: The signal judgment module is used to judge whether the matching value of the shear wall is within the preset matching value range, and obtain a matching qualified signal; Used to determine whether the assembly degree value of the shear wall is within the qualified assembly degree value range, and obtain an assembly qualified signal; Used to compare the stability value of the shear wall with the stability threshold to obtain the shear wall status information; Correction and adjustment module: The correction and adjustment module is used to obtain a shear wall stability improvement signal, adjust the wall characteristic data of the shear wall based on the shear wall characteristic model, and obtain a shear wall stability signal.

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