CN203905215U - Assembled type steel beam joint straight-line-shaped blend coupled wall - Google Patents

Abstract

A prefabricated steel beam joint in-line mixed limb wall, including a first wall unit and a second wall unit connected in a line, the first wall unit and the second wall unit are prefabricated components, and the Joined by seam post-cast tape. The utility model uses steel beams to replace concrete beams, and steel columns to replace edge-constrained reinforced concrete concealed columns, so that the mixed limb wall has better energy consumption capacity and continuous collapse resistance than the traditional limb wall, and the factory prefabrication and on-site installation At the same time, it solves the problems of large amount of wet work and a lot of construction waste on the construction site, and simplifies the assembly process; after the short joints are butt welded, the wall units have formed a relatively large rigidity, which is conducive to the stability of the wall during the construction process, saving The process of prefabricated shear walls as temporary support is simplified to ensure construction efficiency. It can be widely used in the construction of mixed limb walls in construction projects.

Description

Prefabricated steel beam joint in-line mixed limb wall

technical field

The utility model relates to a connected limb wall for construction engineering, in particular to an assembled mixed connected limb wall.

Background technique

The high-rise building structure is an inevitable choice to solve the contradiction between the growing urban population and the gradual shortage of urban land in the process of urbanization in my country, and the connected wall structure system is an indispensable element in the high-rise building structure. According to previous measured data, the attached wall system not only inherits the advantages of simple shear wall engineering, such as low cost and high lateral stiffness, but also reflects the yield energy consumption of the connecting beam under the action of strong earthquakes, and reduces the concentration of a large number of cracks at the bottom of the wall. , to reduce the cost of post-earthquake repairs. However, in the actual application process, due to the functional requirements of the building, it is often difficult for traditional concrete coupling beams to meet the shear resistance requirements of the section, which has caused certain difficulties for designers. During the construction of the project, the on-site construction work is heavy, and a large number of formwork and temporary supports are required, which not only affects the construction progress, but also produces a large amount of construction waste and causes pollution.

Utility model content

The purpose of the utility model is to provide an assembled steel girder joint in-line mixed limb wall, to solve the technical problems of heavy construction work and low efficiency of the limb wall; and to solve the problem of generating a large amount of construction waste during construction.

In order to achieve the above object, the utility model adopts the following technical solutions:

A prefabricated steel beam joint in-line mixed limb wall, including a first wall unit and a second wall unit connected in a line, the first wall unit and the second wall unit are prefabricated components, both The joints are connected by post-casting tapes.

The first wall unit includes the first wall unit concrete wall, the first wall unit steel column and the first wall unit seam column erected at both ends of the first wall unit concrete wall, and the first wall unit concrete wall The steel skeleton of the first wall unit inside the body; the upper and lower ends of the steel column of the first wall unit exceed the concrete wall of the first wall unit, and the upper end of the steel column of the first wall unit located in the concrete wall of the first wall unit A first wall unit non-energy dissipation short beam is connected along the length direction of the first wall unit concrete wall, and the other end of the first wall unit non energy dissipation short beam exceeds the first wall unit concrete wall; The upper and lower ends of the wall unit joint column are beyond the concrete wall of the first wall unit, and the upper, middle and lower parts of the first wall unit joint column located in the first wall unit concrete wall are respectively along the first wall unit The length direction of the concrete wall is connected with the first wall unit joint short beam, and the other end of the first wall unit joint short beam exceeds the first wall unit concrete wall; the first wall unit steel column, the second wall unit The first wall unit shear studs are fixed on the first wall unit non-energy dissipation short beam, the first wall unit joint column and the first wall unit joint short beam.

The second wall unit includes a second wall unit concrete wall, a second wall unit steel column, a second wall unit joint column, a second wall unit steel skeleton, and a second wall unit connected to the second wall unit steel column The non-energy dissipated short beam and the second wall unit joint short beam connected to the second wall unit joint column, the second wall unit steel column, the second wall unit non-energy dissipated short beam, and the second wall unit joint The shear studs of the second wall unit are fixed on the joint short beam of the column and the second wall unit; the structure of the second wall unit is the same as that of the first wall unit, and they are symmetrically distributed on both sides of the post-casting belt of the joint. The joint short beam of the first wall unit and the joint short beam of the second wall unit are butt-cast in the joint post-casting belt, and the joint post-casting belt is also provided with vertical steel bars and joints inside the joint post-casting belt. Pouring with stirrups after sewing.

One or more of the top, bottom, left, and right sides of the concrete wall of the first wall unit is rough or has key grooves in the horizontal direction.

One or more of the four sides of the concrete wall of the second wall unit are rough or have key grooves in the horizontal direction.

The length of the joint short beam of the first wall unit beyond the edge of the concrete wall of the first wall unit is in the range of 5 cm to 10 cm.

The length of the joint short beam of the second wall unit beyond the edge of the concrete wall of the second wall unit is 5 cm to 10 cm.

The reinforcement skeleton of the first wall unit includes the first wall unit horizontal reinforcement connected between the first wall unit steel column and the first wall unit seam column, and the first wall unit vertical reinforcement vertically connected with the first wall unit horizontal reinforcement. Straight bars and tie bars of the first wall unit connected between the vertical bars of the first wall unit.

The reinforcement skeleton of the second wall unit includes the second wall unit horizontal reinforcement connected between the second wall unit steel column and the second wall unit joint column, and the second wall unit vertical reinforcement vertically connected with the second wall unit horizontal reinforcement. Straight bars and tie bars of the second wall unit connected between the vertical bars of the second wall unit.

The reinforcement skeleton of the first wall unit also includes the first wall unit steel column structural reinforcement arranged around the first wall unit steel column and the first wall unit seam column structural reinforcement arranged around the first wall unit joint column.

The reinforcement skeleton of the second wall unit also includes the second wall unit steel column structural reinforcement arranged around the second wall unit steel column and the second wall unit joint column structural reinforcement arranged around the second wall unit joint column.

The steel column of the first wall unit, the non-energy dissipation short beam of the first wall unit and the joint column of the first wall unit are all H-shaped steel or combined I-beam, and the joint short beam of the first wall unit is H-shaped steel, Combined I-beam or steel plate.

The steel column of the second wall unit, the non-energy dissipation short beam of the second wall unit and the joint column of the second wall unit are all H-shaped steel or combined I-beam, and the joint short beam of the second wall unit is H-shaped steel, Combined I-beam or steel plate.

The assembled steel beam joint in-line mixed limb wall of the utility model adopts an assembled combined structure, and is designed and researched for the inline-shaped connection node in the assembled mixed limb wall system. Based on the finite element theory, a finite element model is established. Carry out a mechanical analysis of the prefabricated steel beam joint in-line mixed limb wall system to verify the reliability of its joints, high connection strength and good joint quality: first, the wall units are all mixed structures of steel bars, section steel and concrete, and the wall units The joints are fixed by butt welding of short beams, and the short beams after butt welding form steel short beams in the post-casting belt of the joints. This is an important way for joint force transmission, and the quality of welds is easier to detect and more It is easy to ensure the quality of the connection, so that a reliable connection is formed between the wall units, forming a beam-column system similar to the single-layer wall unit with multiple joints and short beams, which increases the strength and ductility of the joints in the horizontal direction; In addition, the short joint beam divides the original whole concrete wall into several parts, which acts as a hoop for the concrete and increases the compressive strength of the concrete. The post-cast concrete acts as a diagonal brace for the beam-like column system. There are also vertical bars and stirrups in the joint post-casting belt, which have a significant effect on improving the compressive strength of the concrete, and increase the strength and ductility of the joint in the vertical direction, so , The joint strength of the assembled steel beam joint in-line mixed limb wall of the utility model is higher than that of the component, which meets the requirements of the seismic structure.

The construction method of the assembled steel girder joint in-line mixed limb wall of the utility model is also simpler, faster and more efficient, including prefabrication in the factory and assembly on site. Greater rigidity is conducive to the stability of the wall during the construction process, and the two processes can be carried out at the same time, which improves the construction speed and provides a guarantee for the completion of the construction project on schedule. Considering the convenience of making, hoisting and transportation of the mixed limb wall unit , the components are disassembled and classified into standard wall units, and after being transported to the construction site, they are assembled with node structures that are reliable in connection and convenient for construction. The amount of work is reduced, thereby reducing the input of formwork and temporary support, thereby reducing the generation of construction waste.

The utility model satisfies the anti-seismic requirements of the mixed limb wall system, realizes the construction mode of factory prefabrication and on-site assembly synchronously, and the joint post-casting belt ensures the reliability of node connection.

Compared with the traditional cast-in-place concrete attached wall, steel beams are used instead of concrete beams, and steel columns are used to replace edge-constrained reinforced concrete concealed columns, so that the hybrid attached wall has better energy dissipation capacity and resistance to continuous collapse than traditional attached walls capacity, using joint beams instead of pre-embedded steel bars, because joint beams are more rigid than steel bars, there will be no bending phenomenon during transportation, and quality is guaranteed, and factory prefabrication and on-site installation are carried out at the same time, solving the problem of heavy wet work on the construction site, There is a lot of construction waste, which is convenient to meet the requirements of building use and simplify the assembly process; compared with the existing general prefabricated limb wall, after the joint short beam butt welding, the wall units have formed a greater rigidity, which is conducive to the construction process. The stability of the wall saves the process of prefabricated shear walls as temporary support, ensures construction efficiency, reduces the input of formwork temporary support, and reduces the generation of construction waste. 

The utility model can be widely used in the construction of the mixed limb wall structure system in construction engineering.

Description of drawings

Below in conjunction with accompanying drawing, the utility model is described in further detail.

Fig. 1 is a schematic structural view of the first wall unit of the present invention.

Fig. 2 is a cross-sectional view along line A-A of Fig. 1 .

Fig. 3 is a schematic structural view of the second wall unit of the present invention.

Fig. 4 is a B-B sectional view of Fig. 3 .

Fig. 5 is a schematic structural view of the utility model.

Fig. 6 is a C-C sectional view of Fig. 5 .

Reference signs: 1-the first wall unit, 1.1-the concrete wall of the first wall unit, 1.2-the steel column of the first wall unit, 1.3-the non-energy dissipating short beam of the first wall unit, 1.4-the seam of the first wall unit Column, 1.5-joint short beam of the first wall unit, 1.6-shear studs of the first wall unit, 1.7-steel column structural reinforcement of the first wall unit, 1.8-steel skeleton of the first wall unit, 1.9-first wall unit Seam column structural reinforcement, 1.10-keyway;

2-Second wall unit, 2.1-Second wall unit concrete wall, 2.2-Second wall unit steel column, 2.3-Second wall unit non-energy dissipation short beam, 2.4-Second wall unit joint column, 2.5- Joint short beam of the second wall unit, 2.6- shear studs of the second wall unit, 2.7- steel column structural reinforcement of the second wall unit, 2.8- reinforced skeleton of the second wall unit, 2.9- joint column structure of the second wall unit Rib, 2.10-keyway;

3-joint post-pouring belt, 3.1-joint post-pouring belt vertical reinforcement, 3.2-joint post-pouring belt stirrup.

Detailed ways

The embodiment is shown in Fig. 5 and Fig. 6. An assembled steel beam joint in-line mixed limb wall includes a first wall unit 1 and a second wall unit 2 connected in a line. The first wall Unit 1 and the second wall unit 2 are both prefabricated components, the concrete strength grade is not less than C30 and not higher than C60, and the two are connected by joint post-casting tape 3; the second wall unit 2 and the first wall unit 1 have the same structure and are symmetrically distributed on both sides of the joint post-casting belt 3, the joint short beam 1.5 of the first wall unit and the joint short beam 2.5 of the second wall unit are butt-cast on the joint post-casting belt 3 Inside, the joint post-casting belt 3 is also provided with a joint post-casting belt vertical reinforcement 3.1 and a joint post-casting belt stirrup 3.2. When the joint post-casting belt vertical reinforcement 3.1 is two rows, the joint The vertical steel bar 3.1 with post-seam pouring is placed outside the joint short beam 1.5 of the first wall unit and the joint short beam 2.5 of the second wall unit; Weld steel bar connectors at the corresponding positions of the joint short beam 1.5 of the first wall unit and the joint short beam 2.5 of the second wall unit. The concrete strength grade of the second wall unit 2 is two grades or above.

Referring to Fig. 1 and Fig. 2, the first wall unit 1 includes a first wall unit concrete wall 1.1, first wall unit steel columns 1.2 and first The wall unit joint column 1.4 and the first wall unit steel skeleton 1.8 located inside the first wall unit concrete wall 1.1; the first wall unit steel skeleton 1.8 includes the steel column 1.2 connected to the first wall unit and the first wall unit The first wall unit horizontal reinforcement between joint columns 1.4, the first wall unit vertical reinforcement vertically connected to the first wall unit horizontal reinforcement, and the first wall unit tie between the first wall unit vertical reinforcement Ribs; the upper and lower sides of the concrete wall 1.1 of the first wall unit and the surface of the post-cast belt 3 adjacent to the joint are provided with horizontal key grooves 1.10; the steel column 1.2 of the first wall unit and the first wall unit The steel column length of joint column 1.4 is about storey height.

The first wall unit reinforcement skeleton 1.8 also includes the first wall unit steel column structural reinforcement 1.7 arranged around the first wall unit steel column 1.2 and the first wall unit seam arranged around the first wall unit joint column 1.4 Column structural reinforcement 1.9.

The upper and lower ends of the first wall unit steel column 1.2 are beyond the first wall unit concrete wall 1.1, and the upper end of the first wall unit steel column 1.2 located in the first wall unit concrete wall 1.1 is along the first wall unit concrete wall. The length direction of the wall 1.1 is connected with a first wall unit non-energy dissipating short beam 1.3, and the other end of the first wall unit non-energy dissipating short beam 1.3 exceeds the first wall unit concrete wall 1.1.

The upper and lower ends of the first wall unit joint column 1.4 are beyond the first wall unit concrete wall 1.1, and are located at the top, middle and bottom of the first wall unit joint column 1.4 in the first wall unit concrete wall 1.1 The three parts are respectively connected with the first wall unit joint short beam 1.5 along the length direction of the first wall unit concrete wall 1.1, and the first wall unit joint short beam 1.5 exceeds the edge of the first wall unit concrete wall 1.1 The length ranges from 5 cm to 10 cm.

The steel column 1.2 of the first wall unit, the non-energy-dissipating short beam 1.3 of the first wall unit and the joint column 1.4 of the first wall unit are all H-shaped steel or combined I-beam, the strength grade is Q345, and the joint of the first wall unit The short beam 1.5 is H-shaped steel, combined I-beam or steel plate, the strength grade is Q345, and the first wall unit shear studs 1.6 are fixed on the outer edge of the flange of the shaped steel or on the edge of the steel plate.

Referring to Fig. 3 and Fig. 4, the second wall unit 2 has the same structure as the first wall unit 1, and is symmetrically distributed on both sides of the joint post-casting tape 3, and the second wall unit 2 includes a second wall The unit concrete wall 2.1, the second wall unit steel column 2.2 and the second wall unit joint column 2.4 erected at both ends of the second wall unit concrete wall 2.1, and the second wall unit located inside the second wall unit concrete wall 2.1 Wall unit reinforcement skeleton 2.8; the second wall unit reinforcement skeleton 2.8 includes the second wall unit horizontal reinforcement connected between the second wall unit steel column 2.2 and the second wall unit joint column 2.4, and the second wall unit horizontal reinforcement The vertical reinforcement of the second wall unit vertically connected by reinforcement and the tie bars of the second wall unit connected between the vertical reinforcement of the second wall unit; the upper and lower sides of the second wall unit concrete wall 2.1 and the adjacent joints Horizontal key grooves 2.10 are formed on the surface of the post-casting belt 3; the length of the steel columns of the second wall unit steel column 2.2 and the second wall unit joint column 2.4 is about the storey height.

The second wall unit reinforcement skeleton 2.8 also includes the second wall unit steel column structural reinforcement 2.7 arranged around the second wall unit steel column 2.2 and the second wall unit seam arranged around the second wall unit joint column 2.4 Column structural reinforcement 2.9.

The upper and lower ends of the second wall unit steel column 2.2 are beyond the second wall unit concrete wall 2.1, and the upper end of the second wall unit steel column 2.2 located in the second wall unit concrete wall 2.1 is along the second wall unit concrete wall. The length direction of the wall 2.1 is connected with a second wall unit non-energy dissipating short beam 2.3, and the other end of the second wall unit non-energy dissipating short beam 2.3 exceeds the second wall unit concrete wall 2.1.

The upper and lower ends of the second wall unit joint column 2.4 exceed the second wall unit concrete wall 2.1, and are located at the upper, middle and lower sides of the second wall unit joint column 2.4 in the second wall unit concrete wall 2.1 The three parts are respectively connected with the second wall unit joint short beams 2.5 along the length direction of the second wall unit concrete wall body 2.1, and the second wall unit joint short beams 2.5 all exceed the edge of the second wall unit concrete wall body 2.1 The length ranges from 5 cm to 10 cm.

The steel column 2.2 of the second wall unit, the non-energy-dissipating short beam 2.3 of the second wall unit and the joint column 2.4 of the second wall unit are all H-shaped steel or combined I-beam, the strength grade is Q345, and the joint of the second wall unit The short beam 2.5 is H-shaped steel, composite I-beam or steel plate, the strength grade is Q345, and the second wall unit shear studs 2.6 are fixed on the outer edge of the flange of the shaped steel or on the edge of the steel plate.

A construction method of a prefabricated steel beam joint in-line mixed limb wall, the specific steps are as follows:

Prefabrication process of the first wall unit 1 and the second wall unit 2:

Step 1: Weld and fix the first wall unit shear resistance on the steel column 1.2 of the first wall unit, the non-energy dissipating short beam 1.3 of the first wall unit, the joint column 1.4 of the first wall unit and the short joint beam 1.5 of the first wall unit Stud 1.6.

Step 2, welding and fixing the first wall unit steel column 1.2 and the first wall unit non-energy dissipating short beam 1.6, and welding and fixing the first wall unit joint column 1.4 and the first wall unit joint short beam 1.5.

Step 3, fixing the steel column 1.2 of the first wall unit and the joint column 1.4 of the first wall unit respectively.

Step 4, binding the first wall unit horizontal reinforcement, the first wall unit vertical reinforcement and the first wall unit tie bars to form the first wall unit reinforcement skeleton 1.8.

Step 5: Fix the steel column structural reinforcement 1.7 of the first wall unit around the steel column 1.2 of the first wall unit, and fix the structural reinforcement 1.9 of the joint column of the first wall unit around the joint column 1.4 of the first wall unit.

Step 6, support the formwork of the first wall unit 1, and perform horizontal key groove or rough surface treatment on the four sides of the upper, lower, left, and right sides.

Step seven, pouring the concrete of the first wall unit 1 .

Step 8: After pouring and curing, demoulding is carried out to complete the prefabrication process of the first wall unit 1, the prefabrication process of the second wall unit 2 is the same as that of the first wall unit 1, and the prefabrication of the second wall unit 2 is completed at the same time process.

On-site assembly process of the first wall unit 1 and the second wall unit 2:

Step 1, transport the prefabricated first wall unit 1 and second wall unit 2 to the construction site, and start the on-site construction process.

In step 2, the short joint beam 1.5 of the first wall unit 1 and the short joint beam 2.5 of the second wall unit 2 are correspondingly fixed by butt welding.

Step 3, binding the vertical reinforcement 3.1 after the joints and the stirrups 3.2 after the joints.

Step 4, setting up the formwork of the cast belt 3 after the seam.

Step five, after pouring the joints, pour the concrete with 3.

Step six, carry out maintenance, and complete the on-site assembly construction of the single-layer inline-shaped mixed limb wall.

On-site assembly process of multi-layer first wall unit 1 and/or second wall unit 2:

Step 1: Hoist the first wall unit 1 on the upper floor and dock it with the first wall unit 1 on the lower floor, and connect the steel column of the first wall unit of the two floors with the seam column of the first wall unit by corresponding spot welding.

Step 2: Take off the hook, and perform penetration welding on the first wall unit steel column and the first wall unit seam column corresponding to the first wall unit on the two floors.

Step 3, setting up the reinforcement skeleton at the upper and lower joints of the double-layer first wall unit, and supporting the concrete pouring formwork at the upper and lower joints.

Step 4, pouring concrete at the upper and lower joints.

Step 5: Carry out maintenance and complete the on-site assembly construction of the double-layer first wall unit, and the construction of the double-layer second wall unit is the same as that of the first wall unit.

Step 6: Repeat steps 1 to 5 to complete the on-site assembly construction of the multi-layer in-line mixed limb wall.

The first wall unit 1 and the second wall unit 2 are prefabricated in the factory and assembled and installed on site. The two processes can be carried out at the same time, which improves the construction efficiency and provides a guarantee for the completion of the construction project on schedule.

Claims (8)

1. A prefabricated steel beam joint in-line mixed limb wall, including a first wall unit (1) and a second wall unit (2) connected in a line, characterized in that: the first wall unit (1) and the second wall unit (2) are both prefabricated components, and the two are connected by joint post-casting tape (3); The first wall unit (1) includes the first wall unit concrete wall (1.1), the first wall unit steel column (1.2) erected at both ends of the first wall unit concrete wall (1.1) and the first wall The unit joint column (1.4) and the first wall unit steel skeleton (1.8) located inside the first wall unit concrete wall (1.1); the upper and lower ends of the first wall unit steel column (1.2) are beyond the first The wall unit concrete wall (1.1), the upper end of the first wall unit steel column (1.2) located in the first wall unit concrete wall (1.1) is connected with the second wall unit along the length direction of the first wall unit concrete wall (1.1). A non-energy-dissipating short beam (1.3) of a wall unit, the other end of the non-energy-dissipating short beam (1.3) of the first wall unit exceeds the concrete wall (1.1) of the first wall unit; the joint column of the first wall unit Both upper and lower ends of (1.4) exceed the concrete wall of the first wall unit (1.1), and are located at the upper, middle and lower three sides of the joint column (1.4) of the first wall unit in the concrete wall of the first wall unit (1.1). The first wall unit joint short beams (1.5) are respectively connected along the length direction of the first wall unit concrete wall (1.1), and the other ends of the first wall unit joint short beams (1.5) are beyond the first The wall unit concrete wall (1.1); the first wall unit steel column (1.2), the first wall unit non-energy dissipation short beam (1.3), the first wall unit joint column (1.4) and the first wall unit connection The shear studs (1.6) of the first wall unit are fixed on the joint short beams (1.5); The second wall unit (2) includes the second wall unit concrete wall (2.1), the second wall unit steel column (2.2), the second wall unit joint column (2.4), the second wall unit steel skeleton (2.8 ), the second wall unit non-energy dissipating short beam (2.3) connected to the second wall unit steel column (2.2), and the second wall unit joint short beam (2.5 ), the second wall unit steel column (2.2), the second wall unit non-energy dissipating short beam (2.3), the second wall unit joint column (2.4) and the second wall unit joint short beam (2.5) Both are fixed with the second wall unit shear studs (2.6); the second wall unit (2) has the same structure as the first wall unit (1) and is symmetrically distributed on both sides of the post-joint cast strip (3) , the short joint beams (1.5) of the first wall unit and the short joint beams (2.5) of the second wall unit are butt-poured inside the joint post-casting belt (3), and the joint post-casting belt (3 ) There are also vertical reinforcements (3.1) and stirrups (3.2) with post-cast joints inside. 2. The prefabricated steel beam joint in-line mixed limb wall according to claim 1, characterized in that: one or more of the four sides of the first wall unit concrete wall (1.1) are rough surfaces or There is a keyway (1.10) in the horizontal direction. 3. The prefabricated steel beam joint in-line mixed limb wall according to claim 2, characterized in that: one or more of the four sides of the concrete wall (2.1) of the second wall unit are rough surfaces or There is a keyway (2.10) in the horizontal direction. 4. The prefabricated steel beam joint in-line mixed limb wall according to claim 3, characterized in that: the joint short beam (1.5) of the first wall unit exceeds the concrete wall (1.1) of the first wall unit The length of the edge ranges from 5 cm to 10 cm; The length of the second wall unit joint short beam (2.5) beyond the edge of the second wall unit concrete wall (2.1) ranges from 5 cm to 10 cm. 5. The prefabricated steel beam joint in-line mixed limb wall according to claim 4, characterized in that: the first wall unit reinforcement skeleton (1.8) includes steel columns (1.2) connected to the first wall unit and 1st wall unit horizontal bars between 1st wall unit joint columns (1.4), 1st wall unit vertical bars connected perpendicularly to 1st wall unit horizontal bars and 1st wall unit vertical bars connected between 1st wall unit vertical bars tie bars for the first wall unit; The second wall unit reinforcement skeleton (2.8) includes the second wall unit horizontal reinforcement connected between the second wall unit steel column (2.2) and the second wall unit joint column (2.4), and the second wall unit horizontal reinforcement The vertical reinforcing bars of the second wall unit connected vertically by the reinforcing bars and the tie bars of the second wall unit connected between the vertical reinforcing bars of the second wall unit. 6. The prefabricated steel beam joint in-line mixed limb wall according to claim 5, characterized in that: the first wall unit reinforcement skeleton (1.8) also includes a steel column (1.2) arranged on the first wall unit The surrounding first wall unit steel column structural reinforcement (1.7) and the first wall unit joint column structural reinforcement (1.9) arranged around the first wall unit joint column (1.4); The second wall unit reinforcement skeleton (2.8) also includes the second wall unit steel column structural reinforcement (2.7) arranged around the second wall unit steel column (2.2) and the second wall unit joint column (2.4) The joints around the second wall unit are column construction tendons (2.9). 7. The prefabricated steel beam joint in-line mixed limb wall according to any one of claims 1-6, characterized in that: the first wall unit steel column (1.2), the first wall unit non-energy-dissipating short The beam (1.3) and the first wall unit joint column (1.4) are both H-shaped steel or combined I-beam, and the first wall unit joint short beam (1.5) is H-shaped steel, combined I-beam or steel plate. 8. The prefabricated steel beam joint in-line mixed limb wall according to claim 7, characterized in that: the steel column (2.2) of the second wall unit, the non-energy-dissipating short beam (2.3) of the second wall unit The joint column (2.4) of the second wall unit is H-shaped steel or combined I-beam, and the joint short beam (2.5) of the second wall unit is H-shaped steel, combined I-beam or steel plate.