CN115680159A - Prefabricated lattice type steel reinforced concrete combined shear wall structural system - Google Patents

Abstract

A prefabricated lattice type steel reinforced concrete combined shear wall structure system is characterized in that: the shear wall comprises a shear wall area, a floor slab and a node; the shear wall area is formed by splicing lattice type steel reinforced concrete combined shear wall body components; the nodes comprise vertical splicing nodes of the shear wall, horizontal splicing nodes of the shear wall and wallboard connecting nodes; splicing a plurality of lattice type steel reinforced concrete combined shear wall components into the shear wall area through the shear wall vertical splicing nodes or the shear wall horizontal splicing nodes, and connecting the shear wall area with the floor slab through the wall slab connecting nodes; thus, the prefabricated lattice type steel reinforced concrete combined shear wall structure system is assembled. The lattice type steel reinforced concrete combined shear wall structural system has good assembly performance of a steel structure and good durability and fire resistance of a concrete structure, and can meet the requirement of a normal use state as a whole.

Description

A Prefabricated Assembly Lattice Steel Reinforced Concrete Composite Shear Wall Structural System

technical field

The invention belongs to the technical field of prefabricated building structures.

technical background

The shear wall structural system can effectively reduce the lateral displacement due to its high lateral displacement rigidity, and has a certain degree of ductility. As the core part of the multi-story building's seismic resistance, it bears more than 80% of the horizontal earthquake action, and the shear wall is good. Seismic performance is an important guarantee for the safety and reliability of multi-story buildings, so it has gradually become a system widely used in modern high-rise buildings.

The shear wall structure system can be divided into cast-in-place shear wall structure and prefabricated assembly shear wall structure (partial prefabrication and full prefabrication) according to the site construction method. Cast-in-place structures mainly include cast-in-place reinforced concrete structures and cast-in-place steel-reinforced concrete composite structures. The cast-in-place reinforced concrete structure is a structural system in which the steel skeleton is bound first on site, and then the formwork is supported and then the concrete is poured. The steel bars are connected one by one, and can be connected by binding or pressure welding. The current technology is very mature. The cast-in-place steel-reinforced concrete composite structure is a structural system in which the steel frame is bound on site and a certain amount of steel bone is set, and then the formwork is supported and the concrete is poured. The concrete structure is consistent.

With the development of prefabricated buildings in my country, the prefabricated shear wall structure has become a very important structural form in the prefabricated structural system. The prefabricated shear wall structure has the advantages of fast construction speed, environmental protection, material saving, and labor saving. It is one of the effective ways to realize building energy saving, emission reduction and housing industrialization. The basic idea of the prefabricated shear wall structure is to divide the shear wall structure into different units, prefabricate each unit in the prefabricated component factory, and then transport them to the construction site by mechanical hoisting in place, and then connect them to form a prefabricated shear wall structure. wall structure.

Prefabricated prefabricated shear wall structures mainly include prefabricated reinforced concrete structures, steel structures, and prefabricated steel-reinforced concrete composite structures. Prefabricated reinforced concrete structure is a structural system in which reinforced concrete members or nodes are prefabricated in the factory, and then transported to the site for assembly and connection. However, the prefabricated reinforced concrete structure has problems such as complex connection, slow construction speed, and large support requirements: First, the connection is complicated: there are a large number of steel bars in the prefabricated shear wall. Reinforcement connection requires a large number of rebars to be connected as a whole by means of sleeve connection, slurry-anchor lapping, etc., so it is currently difficult to completely center the rebars and connect them well. The construction accuracy is high and difficult, and it is easy to leave potential safety hazards; 2. Temporary support needs to be set up: the above-mentioned steel bar connection method has low rigidity and low bearing capacity, and temporary support needs to be set up, which is time-consuming and costly; Follow-up construction can be carried out, and the efficiency is low; Fourth, the connection between the shear wall and the reinforced concrete beam is inconvenient.

Steel structure is a natural assembled building structure, which is a structural system formed by connecting a series of steel sections through bolt connection, weld connection or bolt-weld hybrid connection. However, the matching between the steel structure and the enclosure structure is poor, and it is easy to cause cracks in the wall and water leakage in the joints. At the same time, the fire resistance and corrosion resistance of steel are poor, and a series of protective measures need to be taken, which leads to high maintenance costs and poor economic efficiency.

The prefabricated steel reinforced concrete composite structure is a structural system in which steel reinforced concrete composite members or nodes are prefabricated in the factory, and then transported to the site for assembly and connection. However, there are generally many steel bars and section steel in the connection part, and the above-mentioned steel bar connection problem also exists. In addition, the connection between the steel bar and the section steel skeleton is also relatively complicated, and it is not conducive to the compaction of concrete pouring in the later stage.

At present, there are five on-site construction methods for the on-site connection of prefabricated shear walls: sleeve grouting connection, grout-anchor lap connection, cast-in-place section connection, bolt connection, and prestressed connection, which have many limitations and deficiencies.

①Sleeve grouting connection

Sleeve grouting connection is widely used, and it is one of the main connection technologies to realize equal strength connection of steel bars in precast concrete structures, as shown in Figure 10. Sleeve grouting connection refers to inserting pre-embedded steel bars into metal sleeves embedded in precast concrete components in advance, and then pouring cement-based grouting materials. It is a more reliable connection method. However, this method also has obvious disadvantages: there are many connection nodes, and the production accuracy of the components is high. If there is a deviation in the position of a certain steel bar, it may cause the components to be scrapped; The quality is not easy to check; in addition, the cost of the sleeve is relatively high.

② Lap joint of slurry anchor

Grout-anchor lap joint refers to inserting pre-embedded steel bars into pre-reserved channels in precast concrete components, and pouring cement-based grouting materials, as shown in Figure 11. At present, the reliability of slurry-anchor lap joints has been verified by actual projects, but it is only concentrated in low-rise and multi-storey structures, and its application in high-rise and super high-rise structures needs further verification, so its application range is limited to a certain extent. Due to the one-to-one correspondence between the steel bars and the reserved holes, the requirements for the production and construction accuracy of the test pieces are high, the construction is more complicated, and the excessively long lap length causes a large waste of steel.

③Cast-in-place connection

The cast-in-place section connection refers to setting a post-cast section between the upper and lower prefabricated shear walls, connecting the steel bars (as shown in Figure 12) by extruding sleeves or hoops, and finally connecting the walls with cast-in-place concrete overall. The connection of the cast-in-place section is easy to operate and the installation quality is controllable, but the interface between the old and new concrete is not well bonded, and joints are easily formed, and the cast-in-place section is difficult to pour and compact.

④Bolt connection

The bolted connection is a “dry” connection construction that does not require the wet operation of pouring concrete, as shown in Figure 13. The bolt connection is easy to operate and the installation quality is controllable, which significantly improves the construction efficiency. However, because no concrete is poured, the structural integrity is poor, and it is difficult to form a rigid connection, so it is not widely used at present.

⑤Prestressed connection

Prestressed connection refers to the reliable connection of prefabricated shear wall components by tensioning prestressed tendons. Prestressed tendons generally use unbonded tendons. Prestressed connection has the advantages of convenient construction and good deformation recovery ability, and has been studied and applied abroad to a certain extent. However, the mechanical performance of prefabricated shear walls with prestressed connections is quite different from that of cast-in-place shear walls, which belongs to "non-equal cast-in-place", and its design and calculation methods need further research. In addition, the construction requirements of prestressing are also relatively high.

There are a large number of nodes in the current prefabricated structure, and there are more or less deficiencies and problems in the connection methods at the nodes. Therefore, there is a lack of a prefabricated shear wall structure system with reasonable design, convenient construction and low input cost.

Contents of the invention

The technical problem to be solved by the present invention is to provide a prefabricated assembly lattice steel-reinforced concrete composite shear wall structure system in view of the above-mentioned deficiencies in the prior art.

The technical scheme adopted in the present invention:

A prefabricated assembled lattice steel-reinforced concrete composite shear wall structure system, characterized in that it includes a shear wall area, a floor slab, and nodes; Body components (10) are spliced together; the nodes include the vertical splicing node of the shear wall, the horizontal splicing node of the shear wall, and the wall panel connection node; through the vertical splicing node of the shear wall or the horizontal The splicing node splices several lattice-type steel-reinforced concrete composite shear wall components into the shear wall area, and then connects the shear wall area to the floor through the wall plate connection node; thus the prefabricated assembled lattice steel It is assembled with bone concrete composite shear wall structure system.

Technical advantage of the present invention is:

1) The lattice-type steel-reinforced concrete composite shear wall structure system has both good assembly properties of steel structures and good durability and fire resistance of concrete structures, and can meet the requirements of normal use as a whole.

2) Each combined component is prefabricated in the factory, which is easier to guarantee the quality.

3) The on-site connection can be regarded as the connection between the steel frames, without the need for a steel bar connection, so it is more convenient than the traditional shear wall connection and easy to assemble on site.

4) After the joints are connected, they have good strength and rigidity, do not need or can reduce temporary supports, and do not need to wait for the concrete in the joint area to harden to continue the subsequent process, which has the advantages of reducing supports and improving construction efficiency.

The prefabricated and assembled lattice type steel-reinforced concrete composite shear wall structure system of the present invention can be widely used in residential buildings, office buildings, factory buildings, commercial buildings, industrial buildings and other building structure system buildings.

Description of drawings

Embodiment 1 (typical structure)

Fig. 1 is a partial cross-sectional view of the shear wall area in the shear wall structural system of the present invention.

Fig. 2 is a typical structural schematic diagram of the shear wall structural system of the present invention: (a) three-dimensional schematic diagram; (b) front schematic diagram.

Fig. 3 is a schematic diagram of three types of splicing nodes in a typical structure of the present invention: (a) a schematic diagram of a vertical splicing node of a shear wall; (b) a schematic diagram of a horizontal splicing node of a shear wall; (c) a schematic diagram of a wall panel connection node.

Fig. 4 is the structural schematic diagram related to the lattice type steel-reinforced concrete composite shear wall member of the present invention: (a) three-dimensional diagram; (b) three-dimensional diagram of steel skeleton; (c) structural elevation schematic diagram; (d) building level Sectional schematic.

Fig. 5 is a schematic diagram of a partial section of the wall of the present invention.

Fig. 6 is a schematic diagram of the layout of each concealed column in the shear wall of the present invention.

Fig. 7 is a schematic diagram of a row of vertical steel frames according to the present invention.

Fig. 8 is a schematic diagram of a partial section of the vertical steel frame of the present invention.

In the picture:

Shear wall area 1, floor 2;

Node 3, shear wall vertical splicing node 31, shear wall horizontal splicing node 32, wall panel connection node 33; first connector 322; second connector 331;

Lattice steel-reinforced concrete composite shear wall member 10: concealed column 101, vertical steel frame 102, horizontal attachment material 103, concrete wall 104; exposed part 105;

Example 2

Fig. 9 is a three-dimensional schematic diagram of a structure in which beam members are arranged under the floor according to the present invention.

In the figure: beam member 4;

Sleeve grouting connection in the prior art in Fig. 10

Fig. 11 Lap joint of spiral reinforcement restrained slurry anchor in the prior art

Figure 12 ferrule connection in the prior art

Fig. 13 Bolt connection in the prior art

Detailed ways

A prefabricated assembled lattice type steel-reinforced concrete composite shear wall structure system, characterized in that it includes a shear wall area 1, a floor slab 2 and a node 3;

The shear wall area 1 is spliced by lattice type steel-reinforced concrete composite shear wall members 10; (as shown in Figure 1)

Described node 3 comprises shear wall body vertical splicing node 31, shear wall body horizontal splicing node 32, wall panel connection node 33; (as shown in Figure 3)

Several lattice-type steel-reinforced concrete composite shear wall components are spliced into the shear wall area 1 through the vertical splicing node 31 of the shear wall or the horizontal splicing node 32 of the shear wall, and then the joint 33 is connected through the wall panel The shear wall area 1 is connected to the floor slab 2; thus, the prefabricated assembled lattice type steel-reinforced concrete composite shear wall structure system is assembled. (as shown in picture 2)

As shown in Figure 4, the lattice-type steel-reinforced concrete composite shear wall member 10 includes a steel skeleton composed of a hidden column 101, a vertical steel frame 102, and a transverse embellishment material 103, and a concrete wall 104; The steel frame in the steel-reinforced concrete composite shear wall 10 is hidden in the concrete wall 104; frame concealed columns 101 are arranged at both ends of the lattice-type steel-reinforced concrete composite shear wall 10, and if necessary, The middle part is additionally provided with a hidden column 101 to improve the mechanical performance of the wall, and a vertical steel frame 102 is arranged in the middle of the lattice type steel-reinforced concrete composite shear wall 10; the hidden column 101 and the steel frame 102, and the steel frame 102 and the steel frame 102 are connected with a transverse material 103 to form an integral steel frame, and after pouring concrete on the integral steel frame, an exposed part 105 is formed on the end side, and the exposed part 105 is used for field connection; the above composition Prefabricated assembled lattice steel-reinforced concrete composite shear wall.

As shown in FIG. 5 , the cross-sectional form of the latticed steel-reinforced concrete composite shear wall member 10 includes, but is not limited to, a straight, L-shaped, T-shaped, cross-shaped, arc or other curved shapes.

As shown in FIG. 6 , the concealed column 101 includes but not limited to a solid-belt column and a lattice column.

The vertical steel frame 102 includes but is not limited to rolled section steel, welded section steel, cold-formed section steel and cold-formed steel plate; its cross-sectional form includes but not limited to angle steel, channel steel, I-beam, cross-shaped steel, L-shaped steel, and C shaped steel.

The transverse decorations 103 include but not limited to angle steel decorations, steel plate decorations and steel bars.

The concealed column 101 is connected to the vertical steel frame 102, and the vertical steel frame 102 and the vertical steel frame 102 are connected to form an integral steel skeleton with a horizontal decoration material 103, and the arrangement form of the horizontal decoration material 103 is along the wall. The length direction of the body is generally arranged, including but not limited to being perpendicular to and obliquely intersecting with the vertical steel frame 102; the connection methods of the transverse attachment 103 include but not limited to welding seam connection, bolt connection and bolt-welding mixed connection.

The steel materials used for the concealed column 101, the steel frame 102 and the transverse attachment 103 include but not limited to ordinary structural steel and high-strength steel; the concrete used for the concrete wall 104 includes but not limited to ordinary concrete, high-strength concrete and high-performance concrete .

The floor slab 2 includes, but is not limited to, a steel truss floor slab, a prefabricated slab, a laminated slab, and a cast-in-place reinforced concrete floor slab.

The prefabricated assembled lattice steel reinforced concrete composite shear wall member can be used in conjunction with other structural systems to form a composite structural system; other structural systems include but are not limited to frame structures, cylinder structures, steel structures, cast-in-place shear wall structure.

The present invention is further illustrated below by means of embodiments in conjunction with the accompanying drawings.

Embodiment 1 (typical structure)

As shown in Figure 1, a prefabricated assembled lattice type steel-reinforced concrete composite shear wall structure system is characterized in that: it includes a shear wall area 1, a floor 2 and a node 3; the shear wall area 1 is composed of The lattice type steel-reinforced concrete composite shear wall member 10 is spliced; the node 3 includes a vertical splicing node 31 of a shear wall, a horizontal splicing node 32 of a shear wall, and a wall panel connecting node 33; (as shown in FIG. 3)

Several lattice-type steel-reinforced concrete composite shear wall components are spliced into the shear wall area 1 through the vertical splicing node 31 of the shear wall or the horizontal splicing node 32 of the shear wall, and then the joint 33 is connected through the wall panel The shear wall area 1 is connected to the floor slab 2; thus, the prefabricated assembled lattice type steel-reinforced concrete composite shear wall structure system is assembled. (as shown in picture 2)

(As shown in Fig. 4) described lattice type steel-reinforced concrete composite shear wall member 10 comprises the steel frame of concealed column 101, vertical steel frame 102, horizontal embellishment material 103, and concrete wall 104;

The steel frame in the lattice type steel-reinforced concrete composite shear wall 10 is embedded in the concrete wall 104;

Set frame hidden columns 101 at both ends of the latticed steel-reinforced concrete composite shear wall 10, and additionally install hidden columns 101 in the middle of the wall if necessary to improve the mechanical performance of the wall. In the latticed steel-reinforced concrete composite A vertical steel frame 102 is arranged in the middle of the shear wall body 10; the concealed column 101 and the steel frame 102, and the steel frame 102 and the steel frame 102 are connected by a horizontal embellishment 103 to form an integral steel frame. After pouring concrete on the skeleton skeleton, an exposed part 105 is formed on the end side, and the exposed part 105 is used for on-site connection;

The above constitutes a prefabricated assembled lattice type steel reinforced concrete composite shear wall.

As shown in Figure 3:

Figure (a) shows a vertical splicing node 31 of a shear wall in a typical structure of the present invention, where two adjacent lattice-type steel-reinforced concrete composite shear walls 10 are spliced into one, and the connection methods include But not limited to bolt connection, welding or bolt-weld hybrid connection, and then concrete is poured at the vertical splicing joint 31 of the shear wall to gradually form the shear wall area 1 . Specifically, a vertical steel frame 102 is added between two horizontal lattice-type steel-reinforced concrete composite shear walls 10, and the horizontal reinforcement in the adjacent two lattice-type steel-reinforced concrete composite shear walls 10 is The materials 103 are butted together, and then concrete is poured at the vertical joint 31 of the shear wall.

Figure (b) shows the shear wall horizontal splicing joint 32 in a typical structure of the present invention. It is an example, but not limited to, using a rectangular steel plate as the first connector 322 to shear the upper and lower latticed steel reinforced concrete composites. The force wall member 10 is spliced into one, that is, the exposed part 105 of the upper and lower two pieces of lattice-type steel-reinforced concrete composite shear wall member 10 is spliced together by a rectangular steel plate, and the first connecting piece 322 is combined with the lattice-type steel-reinforced concrete The connection methods between the shear wall members 10 include but not limited to bolt connection, welding or bolt-weld hybrid connection, and then concrete is poured at the horizontal joint 32 of the shear wall to gradually form the shear wall area 1 .

Figure (c) shows the wall panel connecting node 33 in a typical structure of the present invention, for example, T-shaped steel is used as the second connecting piece 331 to connect the upper and lower two pieces of lattice type steel reinforced concrete by connecting the adjacent exposed parts 105 The composite shear wall 10 is spliced into one, so that the web of the T-shaped steel becomes a cantilever, and the prefabricated floor 2 is placed above the cantilever, and then concrete is poured at the connection node 33 of the wall plate, finally forming a shear wall structure system.

The present invention can avoid the complicated reinforcement connection of the existing shear wall structure, and the node connection has good strength and rigidity, does not need temporary support, and does not need to wait for the concrete in the node area to harden to continue the subsequent process, which can greatly improve the construction speed . It has simple structure, reasonable design, convenient construction and low input cost, which can effectively solve the problems of complex connection, slow construction speed and large support demand in traditional prefabricated shear wall structures.

A typical structural diagram of a prefabricated prefabricated lattice steel-reinforced concrete composite shear wall structure system is shown in Figure 1, Figure 2, and Figure 3, and the fabrication sequence of the construction phase is as follows:

1) Several lattice-type steel-reinforced concrete composite shear walls are spliced into shear wall area 1 through the vertical splicing node 31 of the shear wall or the horizontal splicing node 32 of the shear wall; The horizontal joint 32 has sufficient strength and rigidity, so that it can bear the construction load, and the superstructure construction can be carried out without pouring concrete, which helps to improve the construction efficiency; for example, the structural span is 6m, the floor height is 3m, the floor thickness is 110mm, When the thickness of the shear wall is 200mm, 3 structural layers are constructed at the same time during the construction stage, and the floor construction live load is 4.0kPa, the construction load that the middle shear wall should bear per meter is approximately:

P=3×[(0.2×3×1+0.11×6×1)×25+4×6×1]=166.5kN

If 8 equal-edge angle steels with a strength of Q345 are selected as vertical steel frames for each steel-reinforced concrete composite shear wall, the cross-sectional area of each angle steel should not be less than:

The strength can be guaranteed by selecting the equilateral angle steel of L40×4 specification; if the length of the outstretched steel frame is 200mm, its slenderness ratio is:

The relative slenderness ratio is:

The stability factor is:

At this time, the compressive bearing capacity of the horizontal splicing node 32 of the shear wall is:

N=8×0.80×308.6×345/1.111=613kN>P

It can be seen that the rigidity of the horizontal splicing node 32 of the shear wall is sufficient to prevent instability during the construction stage;

2) Connect the floor slab 2 with the shear wall area 1 through the wall panel connection node 33;

3) Concrete is poured at the vertical splicing node 31 of the shear wall body, the horizontal splicing node 32 of the shear wall body, and the wall panel connecting node 33 to form a lattice-type steel-reinforced concrete composite shear wall structure system.

In the shear wall area 1, the overall mechanical performance of the wall can be improved by setting hidden columns. The vertical steel frame is used to replace the vertical steel bar of the traditional shear wall. In actual construction, the vertical steel frame can be connected by bolt connection, welding connection or bolt welding connection, which avoids various problems of traditional shear wall steel bar connection. Insufficient, the on-site connection is more convenient; and the stiffness of the steel frame is much greater than that of the steel bar, which can bear the load during the construction stage; compared with the larger cross-sectional area of the steel bar, the overall bearing capacity of the wall is greater than that of the traditional shear wall. The use of embellishments to replace the horizontally distributed steel bars of traditional shear walls facilitates connection, and at the same time, its cross-sectional area is larger and its horizontal shear resistance is greater than that of traditional shear walls. Therefore, the present invention adopts the lattice frame, which has practicality and feasibility.

The node 3 can be designed to be equal to or slightly lower than the cast-in-place strength according to the design requirements, and the design requirements are flexible; the connection method adopts bolt connection, welding connection or bolt-welding connection, etc., avoiding the various problems of traditional shear wall system steel bar connection. Insufficiency of this type, convenient on-site connection; parameters such as the form, cross-sectional area, and spacing of the vertical steel frame are determined through design calculations to ensure the strength and rigidity of the steel frame, so that node 3 has greater strength and rigidity before concrete is poured, and can be To withstand construction loads, formwork and supports can be reduced compared with traditional shear wall systems, and construction efficiency can be improved.

The prefabricated assembled lattice type steel reinforced concrete composite members are all prefabricated in the factory, and then transported to the construction site for hoisting and splicing.

The invention has the advantages of simple structure, reasonable design and convenient construction, and can effectively solve the problems of complex connection, slow construction speed, large support demand and the like existing in the traditional prefabricated shear wall structure.

Embodiment 2 (scene when the structural span is large)

Different from the prefabricated and assembled lattice type steel reinforced concrete composite shear wall structure system in Example 1, the structure system of this embodiment is shown in Figure 9:

According to the application scenario, a beam member 4 can be arranged under the floor 2 when necessary, and the beam member 4 is a main beam or a secondary beam. That is, when the structural span is large or the structural opening is large, the beam member 4 can be arranged under the floor 2, so as to enhance the safety and stability of the entire system.

Claims (10)

1. A prefabricated lattice type steel reinforced concrete combined shear wall structure system is characterized in that: the shear wall comprises a shear wall area (1), a floor slab (2) and a node (3);

the shear wall area (1) is formed by splicing lattice type steel reinforced concrete combined shear wall components (10);

the nodes (3) comprise shear wall vertical splicing nodes (31), shear wall horizontal splicing nodes (32) and wallboard connecting nodes (33);

splicing a plurality of lattice type steel reinforced concrete combined shear wall components into a shear wall area (1) through a shear wall vertical splicing node (31) or a shear wall horizontal splicing node (32), and connecting the shear wall area (1) with a floor slab (2) through a wallboard connecting node (33); thus, the prefabricated lattice type steel reinforced concrete combined shear wall structure system is assembled.

2. The prefabricated assembled lattice type steel reinforced concrete combined shear wall structural system according to claim 1, wherein: the lattice type steel rib concrete combined shear wall component (10) comprises a concealed column (101), a steel rib framework formed by vertical steel ribs (102) and transverse lacing materials (103), and a concrete wall (104);

the steel skeleton in the lattice type steel skeleton concrete combined shear wall (10) is hidden in the concrete wall (104);

frame embedded columns (101) are arranged at two ends of the lattice type steel reinforced concrete combined shear wall body (10), embedded columns (101) are additionally arranged in the middle of the wall body to improve the stress performance of the wall body when necessary, and vertical steel ribs (102) are arranged in the middle of the lattice type steel reinforced concrete combined shear wall body (10); the hidden column (101) and the steel ribs (102) as well as the steel ribs (102) and the steel ribs (102) are connected into an integral steel rib framework through a transverse lacing material (103), an exposed part (105) is formed at the end side after concrete is poured on the integral steel rib framework, and the exposed part (105) is used for field connection;

the prefabricated lattice type steel reinforced concrete combined shear wall is formed.

3. The prefabricated assembled lattice type steel reinforced concrete combined shear wall structural system according to claim 1, wherein: the cross-sectional form of the lattice type steel reinforced concrete composite shear wall member (10) includes, but is not limited to, a straight type, an L type, a T type, a cross type, an arc shape or other curved shapes.

4. The prefabricated assembled lattice type steel reinforced concrete combined shear wall structural system according to claim 2, wherein: the dark column (101) includes, but is not limited to, a solid-belly column and a lattice column.

5. The prefabricated assembled lattice type steel reinforced concrete combined shear wall structural system according to claim 2, wherein: the vertical steel ribs (102) comprise, but are not limited to, rolled section steel, welded section steel, cold-formed section steel and steel plate cold bending; including but not limited to angle steel, channel steel, i-steel, cross-section steel, L-section steel, and C-section steel.

6. The prefabricated assembled lattice type steel reinforced concrete combined shear wall structural system according to claim 2, wherein: the transverse batten material (103) comprises but is not limited to an angle steel batten strip, a steel plate batten plate and a steel bar.

7. The prefabricated assembled lattice type steel reinforced concrete combined shear wall structural system according to claim 2, wherein: the embedded column (101) and the vertical steel rib (102) are connected into an integral steel rib framework through a transverse lacing material (103), and the transverse lacing material (103) is arranged along the length direction of the wall body in a continuous mode and comprises but is not limited to orthogonal and oblique crossing with the vertical steel rib (102); the connecting mode of the transverse lacing materials (103) comprises but is not limited to welding seam connection, bolt connection and bolt welding mixed connection.

8. The prefabricated assembled lattice type steel reinforced concrete combined shear wall structural system according to claim 2, wherein: the steel materials used for the embedded column (101), the steel ribs (102) and the transverse lacing material (103) comprise but are not limited to common structural steel and high-strength steel; the concrete used for the concrete wall (104) includes but is not limited to ordinary concrete, high-strength concrete and high-performance concrete.

9. The prefabricated assembled lattice type steel reinforced concrete combined shear wall structural system according to claim 1, wherein: the floor (2) comprises but is not limited to steel truss floor bearing plates, prefabricated plates, laminated plates and cast-in-place reinforced concrete floors.

10. The prefabricated assembled steel reinforced concrete composite shear wall structural system of claim 1, wherein the prefabricated assembled steel reinforced concrete composite shear wall structural system can be used in combination with other structural systems to form a composite structural system;

other structural systems include, but are not limited to, frame structures, tubular structures, steel structures, cast-in-place shear wall structures.

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