Welding deformation control structure for steel plate wallboard of steel plate concrete shear wall

Abstract

The utility model provides a welding deformation control structure for a steel plate wallboard of a steel plate concrete shear wall, which is characterized in that a left fixing plate and a right fixing plate are vertically arranged along the front-back direction and are arranged at intervals left and right; the rear side face of the left fixing plate and the rear side face of the right fixing plate are vertically arranged, arranged in the left-right direction and flush with each other, and the rear side face of the left fixing plate and the rear side face of the right fixing plate are located in front of the front side faces of the two vertically-adjacent steel plate wallboards and connected with the front side faces of the two vertically-adjacent steel plate wallboards. The limiting rods are arranged in the left-right direction, located behind the bottom of the rear side face of the upper steel plate wallboard in the two vertically adjacent steel plate wallboards and connected with the bottom of the rear side face of the upper steel plate wallboard, and the limiting rods are located between the left steel column and the right steel column and connected with the left steel column and the right steel column respectively. Welding stress can be released to the maximum extent, and welding deformation can be effectively controlled.

Description

Technical Field

[0001] The utility model relates to the technical field of building construction, in particular to the technical field of steel plate concrete shear wall construction, and specifically refers to a steel plate wallboard welding deformation control structure of a steel plate concrete shear wall. Background Art

[0002] Building construction refers to the production activities in the implementation stage of engineering construction. It is the construction process of various buildings. It can also be said to be the process of turning various lines on the design drawings into physical objects at designated locations. It includes foundation engineering construction, main structure construction, roof engineering construction, decoration engineering construction, etc.

[0003] With the development of urban construction, steel structure technology has become more mature. Due to its light weight and high strength, it is often combined with concrete in high-rise structures, which can effectively reduce the cross-section of components and increase space utilization. However, in the combination of steel structure and concrete, steel structure materials are often thinner and longer, and steel structures are mostly connected by welds. Control of welding deformation becomes particularly important during construction.

[0004] For example, in the construction process of steel plate concrete shear wall, taking the steel plate concrete shear wall as an example, which is vertically arranged and arranged along the left and right directions, the steel plate concrete shear wall usually includes a left steel column, a right steel column, a steel beam and a steel plate wall panel. The left steel column and the right steel column are arranged on the foundation bottom plate at intervals from each other on the left and right directions, the steel beam is arranged along the left and right directions and is located above the foundation bottom plate, the steel beam is located between the left steel column and the right steel column and connects the left steel column and the right steel column respectively, the steel plate wall panel is vertically arranged and arranged along the left and right directions, and multiple steel plate wall panels are vertically placed in sequence and are located between the left steel column, the steel beam, the right steel column and the foundation bottom plate. The lowest steel plate wall panel is arranged on the foundation bottom plate, and then the steel plate wall panels need to be welded to the left steel column and the right steel column respectively, and then the top steel plate wall panel is welded to the steel beam, and finally the steel plate wall panels are welded to each other. The steel plate wall panels are often deformed due to welding stress during welding of the welds.

[0005] In order to control the deformation of the steel plate wall panel of the steel plate concrete shear wall caused by welding stress during welding of the weld seam, it is hoped to provide a welding deformation control structure of the steel plate wall panel of the steel plate concrete shear wall, which can release the welding stress to the greatest extent and effectively control the welding deformation. Utility Model Content

[0006] In order to overcome the shortcomings of the above-mentioned prior art, one purpose of the utility model is to provide a steel plate concrete shear wall steel plate wall panel welding deformation control structure, which can release welding stress to the greatest extent, effectively control welding deformation, and is suitable for large-scale promotion and application.

[0007] Another object of the utility model is to provide a steel plate concrete shear wall steel plate wallboard welding deformation control structure, which has ingenious design, simple structure, simple construction, low construction cost, and is suitable for large-scale promotion and application.

[0008] To achieve the above purpose, the utility model provides a steel plate concrete shear wall steel plate wall panel welding deformation control structure, comprising a foundation bottom plate, a left steel column, a right steel column, a steel beam and a steel plate wall panel, wherein the foundation bottom plate is horizontally arranged, the left steel column and the right steel column are arranged on the foundation bottom plate with a left and right spacing, the steel beam is arranged along the left and right directions and is located above the foundation bottom plate, the steel beam is located between the left steel column and the right steel column and respectively connects the left steel column and the right steel column, the steel plate wall panel is vertically arranged and arranged along the left and right directions, the number of the steel plate wall panels is multiple, and the multiple steel plate wall panels are vertically placed in sequence and are located between the left steel column, the steel beam, the right steel column and the foundation bottom plate, and the lowest steel plate wall panel is arranged on the foundation bottom plate, which is characterized in that the steel plate concrete shear wall steel plate wall panel welding deformation control structure also includes a left fixed plate, a right fixed plate and a limit rod, wherein:

[0009] The left fixed plate and the right fixed plate are both arranged vertically and along the front-to-back direction and are spaced apart from each other on the left and right sides. The rear side surface of the left fixed plate and the rear side surface of the right fixed plate are both arranged vertically and along the left-to-right direction and are arranged flush with each other. The rear side surface of the left fixed plate and the rear side surface of the right fixed plate are both located in front of the front side surfaces of the two upper and lower adjacent steel plate wall panels and are both connected to the front side surfaces of the two upper and lower adjacent steel plate wall panels. The limiting rod is arranged along the left-to-right direction and is located behind the bottom of the rear side surface of the upper steel plate wall panel of the two upper and lower adjacent steel plate wall panels and is connected to the bottom of the rear side surface of the upper steel plate wall panel. The limiting rod is located between the left steel column and the right steel column and respectively connects the left steel column and the right steel column.

[0010] Preferably, the left fixing plate and the right fixing plate are both fixing steel plates.

[0011] Preferably, the rear side surface of the left fixing plate and the rear side surface of the right fixing plate are both welded to the front side surfaces of the two upper and lower adjacent steel plate wall panels.

[0012] Preferably, the limiting rod is an angle steel.

[0013] Preferably, the limiting rod is welded to the bottom of the rear side of the upper steel plate wall panel.

[0014] More preferably, the limiting rod is spot-welded to the bottom of the rear side of the upper steel plate wall panel.

[0015] Preferably, the steel plate concrete shear wall steel plate wall panel welding deformation control structure further includes a left anchor bolt, a right anchor bolt, a left bottom plate, a right bottom plate, a left fastener and a right fastener, the left anchor bolt and the right anchor bolt are both vertically arranged, the upper part of the left anchor bolt and the upper part of the right anchor bolt are both pre-buried in the foundation bottom plate, the upper end of the left anchor bolt and the upper end of the right anchor bolt are both exposed on the foundation bottom plate, and the left bottom plate and the right bottom plate are both horizontally arranged The left bottom plate and the right bottom plate are respectively sleeved on the upper ends of the left anchor bolt and the right anchor bolt and both rest against the foundation bottom plate. The left fastener is sleeved and threadedly engaged with the upper end of the left anchor bolt and rests against the left bottom plate. The right fastener is sleeved and threadedly engaged with the upper end of the right anchor bolt and rests against the right bottom plate. The left steel column and the right steel column are respectively arranged on the left bottom plate and the right bottom plate.

[0016] More preferably, the lower end of the left anchor bolt and the lower end of the right anchor bolt are both bent horizontally.

[0017] Preferably, the steel plate concrete shear wall steel plate wall panel welding deformation control structure also includes an intermediate anchor bolt, an intermediate base plate and an intermediate fastener, the intermediate anchor bolt is vertically arranged, the upper part of the intermediate anchor bolt is pre-embedded in the foundation base plate, the upper end of the intermediate anchor bolt is exposed on the foundation base plate, the intermediate base plate is horizontally arranged and arranged along the left and right directions, the intermediate base plate is sleeved on the upper end of the intermediate anchor bolt and abuts against the foundation base plate, the intermediate fastener is sleeved and threadedly engaged with the upper end of the intermediate anchor bolt and abuts against the intermediate base plate, and the lowest steel plate wall panel is arranged on the intermediate base plate.

[0018] More preferably, the lower end of the middle foundation anchor bolt is bent horizontally.

[0019] The beneficial effects of the utility model are mainly:

[0020] 1. The left fixed plate and the right fixed plate of the steel plate concrete shear wall steel plate wall panel welding deformation control structure of the utility model are both vertically arranged and are both arranged in the front-to-back direction and are spaced from each other on the left and right sides. The rear side surface of the left fixed plate and the rear side surface of the right fixed plate are both vertically arranged and are both arranged in the left-to-right direction and are flush with each other. The rear side surface of the left fixed plate and the rear side surface of the right fixed plate are both located in front of the front side surfaces of the two upper and lower adjacent steel plate wall panels and are both connected to the front side surfaces of the two upper and lower adjacent steel plate wall panels. The limiting rod is arranged in the left-to-right direction and is located behind the bottom of the rear side surface of the upper steel plate wall panel of the two upper and lower adjacent steel plate wall panels and is connected to the bottom of the rear side surface of the upper steel plate wall panel. The limiting rod is located between the left steel column and the right steel column and is respectively connected to the left steel column and the right steel column. Therefore, it can release welding stress to the greatest extent, effectively control welding deformation, and is suitable for large-scale promotion and application.

[0021] 2. The left fixed plate and the right fixed plate of the steel plate concrete shear wall steel plate wall panel welding deformation control structure of the utility model are both vertically arranged and are both arranged in the front-to-back direction and are spaced apart from each other on the left and right sides. The rear side surface of the left fixed plate and the rear side surface of the right fixed plate are both vertically arranged and are both arranged in the left-to-right direction and are flush with each other. The rear side surface of the left fixed plate and the rear side surface of the right fixed plate are both located in front of the front side surfaces of the two upper and lower adjacent steel plate wall panels and are both connected to the front side surfaces of the two upper and lower adjacent steel plate wall panels. The limit rod is arranged in the left-to-right direction and is located behind the bottom of the rear side surface of the upper steel plate wall panel of the two upper and lower adjacent steel plate wall panels and is connected to the bottom of the rear side surface of the upper steel plate wall panel. The limit rod is located between the left steel column and the right steel column and is respectively connected to the left steel column and the right steel column. Therefore, it has a clever design, a simple structure, simple construction, low construction cost, and is suitable for large-scale promotion and application.

[0022] These and other objects, features and advantages of the present invention are fully reflected in the following detailed description and drawings, and can be achieved by the means, devices and their combinations specifically pointed out in the content of the utility model. BRIEF DESCRIPTION OF THE DRAWINGS

[0023] Figure 1 It is a front view schematic diagram of a specific embodiment of the steel plate concrete shear wall steel plate wallboard welding deformation control structure of the utility model, in which the foundation bottom plate is not shown.

[0024] Figure 2 yes Figure 1 A rear view schematic diagram of the specific embodiment shown.

[0025] Figure 3 yes Figure 1 The upper part of the left anchor bolt of the specific embodiment shown is pre-buried in the foundation slab as a front view.

[0026] Figure 4 yes Figure 1 The upper part of the right anchor bolt of the specific embodiment shown is a front view schematic diagram embedded in the foundation slab.

[0027] Figure 5 yes Figure 1 The left side schematic diagram of the specific embodiment shown is that the upper part of the middle anchor bolt is embedded in the foundation slab.

[0028] (Explanation of symbols)

[0029] 1 foundation bottom plate; 2 left steel column; 3 right steel column; 4 steel beam; 5 steel plate wall panel; 6 left fixed plate; 7 right fixed plate; 8 limit rod; 9 left anchor bolt; 10 right anchor bolt; 11 left bottom plate; 12 right bottom plate; 13 left fastener; 14 right fastener; 15 middle anchor bolt; 16 middle bottom plate; 17 middle fastener. DETAILED DESCRIPTION

[0030] In order to more clearly understand the technical content of the present invention, the following embodiments are given in detail.

[0031] In the description of the present invention, it should be understood that the terms "upper", "lower", "front", "back", "left", "right", "top", "bottom", "inside", "outside", etc., indicating directions or positional relationships, are based on the directions or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific direction, be constructed and operated in a specific direction, and therefore should not be understood as a limitation on the present invention.

[0032] See also Figure 1 to Figure 5 As shown, in a specific embodiment of the utility model, the steel plate concrete shear wall steel plate wall panel welding deformation control structure of the utility model includes a foundation bottom plate 1, a left steel column 2, a right steel column 3, a steel beam 4, a steel plate wall panel 5, a left fixed plate 6, a right fixed plate 7 and a limit rod 8, wherein:

[0033] The foundation slab 1 is arranged horizontally, the left steel column 2 and the right steel column 3 are arranged on the foundation slab 1 at intervals from each other, the steel beam 4 is arranged along the left-right direction and is located above the foundation slab 1, the steel beam 4 is located between the left steel column 2 and the right steel column 3 and respectively connects the left steel column 2 and the right steel column 3, the steel plate wall panels 5 are arranged vertically and along the left-right direction, the number of the steel plate wall panels 5 is multiple, the multiple steel plate wall panels 5 are vertically placed in sequence and are located between the left steel column 2, the steel beam 4, the right steel column 3 and the foundation slab 1, and the lowest steel plate wall panel 5 is arranged on the foundation slab 1;

[0034] The left fixed plate 6 and the right fixed plate 7 are both arranged vertically and along the front-to-back direction and are spaced apart from each other on the left and right sides. The rear side surface of the left fixed plate 6 and the rear side surface of the right fixed plate 7 are both arranged vertically and along the left-to-right direction and are arranged flush with each other. The rear side surface of the left fixed plate 6 and the rear side surface of the right fixed plate 7 are both located in front of the front side surfaces of the two upper and lower adjacent steel plate wall panels 5 and are both connected to the front side surfaces of the two upper and lower adjacent steel plate wall panels 5. The limiting rod 8 is arranged along the left-to-right direction and is located behind the bottom of the rear side surface of the upper steel plate wall panel 5 of the two upper and lower adjacent steel plate wall panels 5 and is connected to the bottom of the rear side surface of the upper steel plate wall panel 5. The limiting rod 8 is located between the left steel column 2 and the right steel column 3 and connects the left steel column 2 and the right steel column 3 respectively.

[0035] The left fixing plate 6 and the right fixing plate 7 can be fixing plates made of any suitable material. In a specific embodiment of the present utility model, the left fixing plate 6 and the right fixing plate 7 are both fixing steel plates.

[0036] The thickness of the left fixing plate 6 and the thickness of the right fixing plate 7 can be determined as needed. In a specific embodiment of the present utility model, the thickness of the left fixing plate 6 and the thickness of the right fixing plate 7 are both 10 mm.

[0037] The rear side surface of the left fixed plate 6 and the rear side surface of the right fixed plate 7 are both connected to the front side surfaces of the two upper and lower adjacent steel plate wall panels 5, and any suitable structure can be adopted. In a specific embodiment of the utility model, the rear side surface of the left fixed plate 6 and the rear side surface of the right fixed plate 7 are both welded to the front side surfaces of the two upper and lower adjacent steel plate wall panels 5.

[0038] The limiting rod 8 can be any suitable building component. In a specific embodiment of the present invention, the limiting rod 8 is an angle steel, such as a full-length angle steel of 80 mm (side length) × 80 mm (side length) × 6 mm (thickness).

[0039] The limiting rod 8 is connected to the bottom of the rear side of the steel plate wall panel 5 located above, and any suitable structure may be adopted. In a specific embodiment of the utility model, the limiting rod 8 is welded and connected to the bottom of the rear side of the steel plate wall panel 5 located above.

[0040] The limiting rod 8 is welded to the bottom of the rear side of the steel plate wall panel 5 located above, and any suitable structure may be adopted. In a specific embodiment of the utility model, the limiting rod 8 is spot welded to the bottom of the rear side of the steel plate wall panel 5 located above.

[0041] The number of the steel plate wall panels 5 can be determined as needed. The above-mentioned "multiple panels" refers to more than 2 panels. Figure 1-2 As shown, in a specific embodiment of the present utility model, the number of the steel plate wall panels 5 is 3.

[0042] The left steel column 2 and the right steel column 3 are arranged on the base slab 1 at intervals from each other, and can adopt any suitable structure. Figure 1 to Figure 4 As shown, in a specific embodiment of the utility model, the steel plate concrete shear wall steel plate wall panel welding deformation control structure also includes a left anchor bolt 9, a right anchor bolt 10, a left bottom plate 11, a right bottom plate 12, a left fastener 13 and a right fastener 14, the left anchor bolt 9 and the right anchor bolt 10 are both vertically arranged, the upper part of the left anchor bolt 9 and the upper part of the right anchor bolt 10 are both pre-buried in the foundation bottom plate 1, the upper end of the left anchor bolt 9 and the upper end of the right anchor bolt 10 are both exposed on the foundation bottom plate 1, the left bottom plate 11 and the right bottom plate 12 ... The plates 12 are all arranged horizontally and spaced apart from each other on the left and right sides. The left bottom plate 11 and the right bottom plate 12 are respectively sleeved on the upper ends of the left anchor bolt 9 and the upper ends of the right anchor bolt 10 and both rest on the foundation bottom plate 1. The left fastener 13 is sleeved and threadedly engaged with the upper end of the left anchor bolt 9 and rests on the left bottom plate 11. The right fastener 14 is sleeved and threadedly engaged with the upper end of the right anchor bolt 10 and rests on the right bottom plate 12. The left steel column 2 and the right steel column 3 are respectively arranged on the left bottom plate 11 and the right bottom plate 12.

[0043] The lower end of the left anchor bolt 9 and the lower end of the right anchor bolt 10 can have any suitable shape, see Figure 1 to Figure 4 As shown, in a specific embodiment of the present utility model, the lower end of the left anchor bolt 9 and the lower end of the right anchor bolt 10 are both bent horizontally.

[0044] The left fastener 13 and the right fastener 14 can be any suitable fasteners. In a specific embodiment of the present invention, the left fastener 13 and the right fastener 14 are both fastening nuts.

[0045] The bottom steel plate wall panel 5 is arranged on the base slab 1 and can adopt any suitable structure. Figure 1-2 and Figure 5As shown, in a specific embodiment of the utility model, the steel plate concrete shear wall steel plate wall panel welding deformation control structure also includes an intermediate anchor bolt 15, an intermediate base plate 16 and an intermediate fastener 17, the intermediate anchor bolt 15 is vertically arranged, the upper part of the intermediate anchor bolt 15 is pre-embedded in the foundation base plate 1, the upper end of the intermediate anchor bolt 15 is exposed on the foundation base plate 1, the intermediate base plate 16 is horizontally arranged and arranged along the left and right directions, the intermediate base plate 16 is sleeved on the upper end of the intermediate anchor bolt 15 and abuts against the foundation base plate 1, the intermediate fastener 17 is sleeved and threadedly engaged with the upper end of the intermediate anchor bolt 15 and abuts against the intermediate base plate 16, and the lowest steel plate wall panel 5 is arranged on the intermediate base plate 16.

[0046] The lower end of the intermediate anchor bolt 15 may have any suitable shape, see Figure 5 As shown, in a specific embodiment of the present utility model, the lower end of the middle ground anchor bolt 15 is bent horizontally.

[0047] The intermediate fastener 17 can be any suitable fastener. In a specific embodiment of the present invention, the intermediate fastener 17 is a fastening nut.

[0048] During construction, before the construction of the foundation slab 1, the lower parts of the left anchor bolt 9, the lower parts of the right anchor bolt 10 and the lower parts of the middle anchor bolt 15 are all pre-buried in the foundation, and then the foundation slab 1 is cast on the foundation, so that the upper parts of the left anchor bolt 9, the upper parts of the right anchor bolt 10 and the upper parts of the middle anchor bolt 15 are all pre-buried in the foundation slab 1, and the upper ends of the left anchor bolt 9, the upper ends of the right anchor bolt 10 and the upper ends of the middle anchor bolt 15 are all exposed on the foundation slab 1, and the left slab 11, the right slab 12 and the middle slab 16 are separately cast. The left steel column 2, the right steel column 3 and the lowest steel plate wall panel 5 are respectively arranged (for example, welded) on the left bottom plate 11, the right bottom plate 12 and the middle bottom plate 16, the steel beam 4 is placed between the left steel column 2 and the right steel column 3 and respectively connected (for example, welded) to the left steel column 2 and the right steel column 3, the steel plate wall panel 5 is placed between the left steel column, the steel beam, the right steel column and the foundation bottom plate and placed vertically in sequence, and the rear of the left fixing plate 6 is placed. The left and right fixing plates 6 and the rear side of the right fixing plate 7 are placed in front of the front side of the two adjacent steel plate wall panels 5 and are connected (for example, welded) to the front side of the two adjacent steel plate wall panels 5 (that is, the left fixing plate 6 and the right fixing plate 7 are arranged at both ends of the weld on the front of the two adjacent steel plate wall panels 5), so that the two adjacent steel plate wall panels 5 are kept in the same plane, and the limiting rod 8 is placed behind the bottom of the rear side of the upper steel plate wall panel 5 of the two adjacent steel plate wall panels 5 and connected (for example, welded) to the rear side of the upper steel plate wall panel 5 The bottom of the surface (i.e., a limiting rod 8 is set on the upper side of the weld on the back side of the two adjacent steel plate wall panels 5), and the two ends of the limiting rod 8 are respectively connected (for example, welded) to the left steel column 2 and the right steel column 3; then the steel plate wall panel 5 can be welded to the left steel column 2 and the right steel column 3 respectively, and then the top steel plate wall panel 5 is welded to the steel beam 4, and finally the steel plate wall panels 5 are welded together. When welding, follow the principle of from the middle to both sides, and at the same time, it should be carried out in sections and continuously to form a unified whole; then the shear wall reinforcement binding, formwork installation, and concrete pouring can be carried out.

[0049] Therefore, by adopting the utility model, before welding the steel plate wall panel to the left steel column and the right steel column, necessary temporary measures are taken, namely, temporarily fixing the left fixed plate and the right fixed plate on the front and the back limit rod, so as to control the welding deformation of the steel plate wall panel. This structure can release the welding stress to the greatest extent, effectively control the stress deformation of the steel plate wall panel due to the welding of the long weld, avoid large deformation after the welding of the long weld, which causes inconvenience in subsequent construction and even leads to unqualified quality, and improves the acceptance rate of the steel plate concrete shear wall from the root.

[0050] In summary, the steel plate concrete shear wall steel plate wall panel welding deformation control structure of the utility model can release welding stress to the greatest extent, effectively control welding deformation, has ingenious design, simple structure, simple construction, low construction cost, and is suitable for large-scale promotion and application.

[0051] It can be seen that the purpose of the utility model has been completely and effectively achieved. The function and structural principle of the utility model have been demonstrated and explained in the embodiments. Without departing from the principles, the implementation methods can be modified arbitrarily. Therefore, the utility model includes all modified implementation methods based on the spirit and scope of the claims.

Claims

1. A steel plate concrete shear wall steel plate wall panel welding deformation control structure, comprising a foundation bottom plate, a left steel column, a right steel column, a steel beam and a steel plate wall panel, wherein the foundation bottom plate is horizontally arranged, the left steel column and the right steel column are arranged on the foundation bottom plate with a left and right spacing, the steel beam is arranged along the left and right directions and is located above the foundation bottom plate, the steel beam is located between the left steel column and the right steel column and respectively connects the left steel column and the right steel column, the steel plate wall panel is vertically arranged and arranged along the left and right directions, the number of the steel plate wall panels is multiple, the multiple steel plate wall panels are vertically placed in sequence and are located between the left steel column, the steel beam, the right steel column and the foundation bottom plate, the lowest steel plate wall panel is arranged on the foundation bottom plate, characterized in that The steel plate concrete shear wall steel plate wall panel welding deformation control structure also includes a left fixed plate, a right fixed plate and a limit rod, wherein: The left fixed plate and the right fixed plate are both arranged vertically and along the front-to-back direction and are spaced apart from each other on the left and right sides. The rear side surface of the left fixed plate and the rear side surface of the right fixed plate are both arranged vertically and along the left-to-right direction and are arranged flush with each other. The rear side surface of the left fixed plate and the rear side surface of the right fixed plate are both located in front of the front side surfaces of the two upper and lower adjacent steel plate wall panels and are both connected to the front side surfaces of the two upper and lower adjacent steel plate wall panels. The limiting rod is arranged along the left-to-right direction and is located behind the bottom of the rear side surface of the upper steel plate wall panel of the two upper and lower adjacent steel plate wall panels and is connected to the bottom of the rear side surface of the upper steel plate wall panel. The limiting rod is located between the left steel column and the right steel column and respectively connects the left steel column and the right steel column.

2. The steel plate concrete shear wall steel plate wallboard welding deformation control structure according to claim 1, characterized in that: The left fixing plate and the right fixing plate are both fixing steel plates.

3. The steel plate concrete shear wall steel plate wallboard welding deformation control structure according to claim 1, characterized in that: The rear side surface of the left fixing plate and the rear side surface of the right fixing plate are both welded to the front side surfaces of the two upper and lower adjacent steel plate wall panels.

4. The steel plate concrete shear wall steel plate wallboard welding deformation control structure according to claim 1, characterized in that: The limiting rod is an angle steel.

5. The steel plate concrete shear wall steel plate wallboard welding deformation control structure according to claim 1, characterized in that: The limiting rod is welded to the bottom of the rear side of the upper steel plate wall panel.

6. The steel plate concrete shear wall steel plate wallboard welding deformation control structure according to claim 5, characterized in that: The limiting rod is spot-welded to the bottom of the rear side of the upper steel plate wall panel.

7. The steel plate concrete shear wall steel plate wallboard welding deformation control structure according to claim 1, characterized in that: The steel plate concrete shear wall steel plate wall panel welding deformation control structure also includes a left anchor bolt, a right anchor bolt, a left bottom plate, a right bottom plate, a left fastener and a right fastener. The left anchor bolt and the right anchor bolt are both vertically arranged, and the upper part of the left anchor bolt and the upper part of the right anchor bolt are both pre-buried in the foundation bottom plate. The upper end of the left anchor bolt and the upper end of the right anchor bolt are both exposed on the foundation bottom plate. The left bottom plate and the right bottom plate are both horizontally arranged and left. The left bottom plate and the right bottom plate are respectively sleeved on the upper ends of the left anchor bolt and the right anchor bolt and both rest against the foundation bottom plate. The left fastener is sleeved and threadedly engaged with the upper end of the left anchor bolt and rests against the left bottom plate. The right fastener is sleeved and threadedly engaged with the upper end of the right anchor bolt and rests against the right bottom plate. The left steel column and the right steel column are respectively arranged on the left bottom plate and the right bottom plate.

8. The steel plate concrete shear wall steel plate wallboard welding deformation control structure according to claim 7, characterized in that: The lower end of the left anchor bolt and the lower end of the right anchor bolt are both bent horizontally.

9. The steel plate concrete shear wall steel plate wallboard welding deformation control structure according to claim 1, characterized in that: The steel plate concrete shear wall steel plate wall panel welding deformation control structure also includes an intermediate anchor bolt, an intermediate base plate and an intermediate fastener. The intermediate anchor bolt is vertically arranged, and the upper part of the intermediate anchor bolt is pre-embedded in the foundation base plate. The upper end of the intermediate anchor bolt is exposed on the foundation base plate. The intermediate base plate is horizontally arranged and arranged along the left and right directions. The intermediate base plate is sleeved on the upper end of the intermediate anchor bolt and abuts against the foundation base plate. The intermediate fastener is sleeved and threadedly engaged with the upper end of the intermediate anchor bolt and abuts against the intermediate base plate. The lowest steel plate wall panel is arranged on the intermediate base plate.

10. The steel plate concrete shear wall steel plate wallboard welding deformation control structure according to claim 9, characterized in that: The lower end of the middle foundation anchor bolt is bent horizontally.

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