Fabricated shear wall and connecting assembly

Abstract

The utility model belongs to the technical field of assembly type buildings, and particularly relates to an assembly type shear wall and a connecting assembly. In order to overcome the defects of a connecting structure between unit wall bodies of an existing fabricated concrete shear wall, the technical scheme adopted by the utility model is as follows: the fabricated concrete shear wall comprises a prefabricated part which comprises a reinforced concrete wall body and at least one of a transverse male connecting piece, a transverse female connecting piece, a vertical male connecting piece and a vertical female connecting piece; a steel plate; a threaded assembly; the transverse male connecting piece is matched with the transverse female connecting piece in an inserted mode, and the steel plate, the transverse male connecting piece and the transverse female connecting piece are connected together through the threaded assembly. The vertical male connecting piece of one of every two vertically adjacent prefabricated parts is matched with the vertical female connecting piece of the other prefabricated part in an inserted mode, and the steel plates, the vertical male connecting pieces and the vertical female connecting pieces are connected together through the threaded assemblies. The assembly type shear wall has the advantages that the shear wall can be quickly assembled; the connection strength is ensured.

Description

TECHNICAL FIELD

[0001] The utility model belongs to the technical field of fabricated building, and particularly relates to a fabricated shear wall and a connecting assembly. BACKGROUND

[0002] The fabricated shear wall structure is a kind of fabricated concrete structure system with the most mature technology and the most widely application, and has the advantages of energy saving, fast construction speed, good seismic performance and the like. The fabricated shear wall structure component is manufactured in a prefabrication factory, transported to a construction site, assembled and connected to form an integral structure. The shear wall structure has a great influence on the stress performance of the structure, and the connection of the horizontal joint and the vertical joint between adjacent wallboards is a key to the overall stability of the structure.

[0003] At present, the node connection modes of the fabricated shear wall structure mainly include wet connection and dry connection. The wet connection has complex construction and uncontrolled connection quality, undoubtedly increasing the construction difficulty, cycle and uncertainty, being difficult to meet the practical needs of industrialization, and being not conducive to energy saving and environmental protection. The dry connection technology is one of the vertical joint connection technologies of the fabricated concrete shear wall structure, specifically referring to connecting the prefabricated concrete wallboard to form an integral structure through welding connection, prestressed connection and bolt connection technologies, without wet operation during on-site assembly, and having the advantages of fast construction speed and high industrialization degree.

[0004] At present, the most widely used is bolt connection. The commonly used bolt connection structures include box connection, bolt anchoring connection and bolt-steel connecting piece combined connection and the like. However, the bolt has high requirements for construction precision, and the bolt, thread and other connection structures may be loose, corroded and worn, and the same structure cannot be simultaneously applied to the vertical joint and the horizontal joint.

[0005] Therefore, it is necessary to provide a prefabricated concrete shear wall which can be applied to not only the transverse connection of the fabricated shear wall, but also the vertical connection.

[0006] Related documents:

[0007] [1] Wang Bin, Zhang Jingxuan, Shi Qingxuan, et al. Research progress of joint connection of fabricated concrete shear wall structure [J]. Journal of building science and engineering, 2024, 41(01): 15-30.

[0008] [2] Huang Wei, Sun Yujiao, Zhang Jiawei, et al. Research status of new connection technology of fabricated wall structure [J]. Industrial building, 2020, 50(7): 181-189. SUMMARY

[0009] The utility model discloses to the unit wall body between the connection of the existing assembly type concrete shear wall's insufficiency, provide an assembly type shear wall, through same unit wall body realizes horizontal connection and vertical connection, and guarantees structural strength. The utility model discloses a shear wall connecting assembly simultaneously for the unit wall body between the connection of assembly type concrete shear wall.

[0010] To realize above-mentioned purpose, the utility model adopts following technical scheme: an assembly type shear wall, the assembly type shear wall includes:

[0011] Prefabricated component has multiple, and the prefabricated component includes reinforced concrete wall and at least one of horizontal male connecting piece, horizontal female connecting piece, vertical male connecting piece, vertical female connecting piece that the reinforced concrete wall is integrative with through concrete pouring;

[0012] Steel plate has multiple, and is arranged on one side or both sides of the thickness direction of prefabricated component;

[0013] Threaded assembly has multiple, and is provided with at least two groups on the same steel plate and is horizontally arranged;

[0014] One of the horizontal adjacent two prefabricated components horizontal male connecting piece and the horizontal female connecting piece of another insert fit, and the threaded assembly connects steel plate, horizontal male connecting piece, horizontal female connecting piece together;And / or,

[0015] One of the vertical adjacent two prefabricated components vertical male connecting piece and the vertical female connecting piece of another insert fit, and the threaded assembly connects steel plate, vertical male connecting piece, vertical female connecting piece together.

[0016] The utility model discloses an assembly type shear wall, including prefabricated component, steel plate and threaded assembly, and prefabricated component is inserted through horizontal male connecting piece and horizontal female connecting piece horizontally, is inserted through vertical male connecting piece and vertical female connecting piece vertically, after inserting, and adjacent prefabricated component is connected as a whole through steel plate and threaded assembly, to realize the quick assembly of shear wall. Prefabricated component is prefabricated in factory, after arriving at the scene, only needs to insert prefabricated component alignment, and then installs steel plate and threaded assembly.

[0017] As improvement, horizontal male connecting piece includes horizontal male base and protruding horizontal insertion part, and horizontal female connecting piece includes horizontal female base, and the horizontal female base forms horizontal insertion slot matched with horizontal insertion part, and the steel plate is provided with through hole;And / or,

[0018] Vertical male connecting piece includes vertical male base and protruding vertical insertion part, and vertical female connecting piece includes vertical female base, and the vertical female base forms vertical insertion slot matched with vertical insertion part, and the steel plate is provided with through hole.

[0019] As an improvement, the threaded assembly comprises bolts, a group of bolts on the same steel plate are screwed into the horizontal male connector after passing through the steel plate, another group of bolts are screwed into the horizontal male connector after passing through the steel plate and the horizontal female connector, or the threaded assembly comprises bolts and nuts, a group of bolts on the same steel plate are screwed with the nuts after passing through the steel plate, the horizontal male connector and the steel plate on the other side, another group of bolts are screwed with the steel plate on the other side after passing through the steel plate, the horizontal female connector and the horizontal male connector; and / or,

[0020] The threaded assembly comprises bolts, a group of bolts on the same steel plate are screwed into the vertical male connector after passing through the steel plate, another group of bolts are screwed into the vertical male connector after passing through the steel plate and the vertical female connector, or the threaded assembly comprises bolts and nuts, a group of bolts on the same steel plate are screwed with the nuts after passing through the steel plate, the vertical male connector and the steel plate on the other side, another group of bolts are screwed with the steel plate on the other side after passing through the steel plate, the vertical female connector and the vertical male connector.

[0021] As an improvement, the horizontal insertion part is a continuous whole or discontinuous multiple; and / or,

[0022] The vertical insertion part is a continuous whole or discontinuous multiple.

[0023] As an improvement, the horizontal male connector and the horizontal female connector are provided with a steel plate groove, and the steel plate is located in the steel plate groove and is substantially flush with the horizontal male connector and the horizontal female connector; and / or,

[0024] The vertical male connector and the vertical female connector are provided with a steel plate groove, and the steel plate is located in the steel plate groove and is substantially flush with the vertical male connector and the vertical female connector.

[0025] As an improvement, the horizontal male connector, the horizontal female connector, the vertical male connector and the vertical female connector are provided with connector reinforcement, and the connector reinforcement is connected with the reinforcement in the reinforced concrete wall,

[0026] Or, the reinforcement in the reinforced concrete wall is welded with the horizontal male connector, the horizontal female connector, the vertical male connector and the vertical female connector.

[0027] As an improvement, the prefabricated shear wall further comprises a plurality of groups of bolts and nuts, the bolts are screwed with the nuts after passing through the horizontal male connector of one of the two horizontally adjacent prefabricated components and the horizontal female connector of the other; and / or,

[0028] The prefabricated shear wall further comprises a plurality of groups of bolts and nuts, the bolts are screwed with the nuts after passing through the vertical male connector of one of the two vertically adjacent prefabricated components and the vertical female connector of the other.

[0029] As an improvement, the transverse male base is provided with a through hole near the end wall of the transverse insertion part, and the transverse male base is further provided with a transverse male operation groove in communication with the through hole; the end surface of the transverse insertion groove of the transverse female base is provided with a through hole, and the side wall of the transverse insertion groove of the transverse female base is provided with a transverse female operation groove in communication with the through hole.

[0030] As an improvement, the transverse male operation groove on the same transverse male base is provided with a plurality of transverse male operation grooves, and the same transverse male base is provided with a plurality of steel plates, and the steel plates and the transverse male operation grooves are staggered.

[0031] The shear wall connecting assembly comprises:

[0032] The male connecting piece comprises a male base and a protruding insertion part.

[0033] The female connecting piece comprises a female base, and the female base is provided with an insertion groove matched with the insertion part.

[0034] The steel plate is provided with at least two groups of threaded assemblies.

[0035] The same steel plate is connected with the male connecting piece and the female connecting piece through the two groups of threaded assemblies.

[0036] The male connecting piece comprises a male base and a protruding insertion part.

[0037] The prefabricated component is connected with the male connecting piece and the female connecting piece through the transverse male connecting piece and the transverse female connecting piece, and is connected with the male connecting piece and the female connecting piece through the vertical male connecting piece and the vertical female connecting piece. BRIEF DESCRIPTION OF DRAWINGS

[0038] Figure 1 The prefabricated component is connected with the male connecting piece and the female connecting piece through the transverse male connecting piece and the transverse female connecting piece, and is connected with the male connecting piece and the female connecting piece through the vertical male connecting piece and the vertical female connecting piece. Figure 2 The prefabricated component is connected with the male connecting piece and the female connecting piece through the transverse male connecting piece and the transverse female connecting piece, and is connected with the male connecting piece and the female connecting piece through the vertical male connecting piece and the vertical female connecting piece.

[0039] Figure 3 The prefabricated component is connected with the male connecting piece and the female connecting piece through the transverse male connecting piece and the transverse female connecting piece, and is connected with the male connecting piece and the female connecting piece through the vertical male connecting piece and the vertical female connecting piece.

[0040] Figure 4 The prefabricated component is connected with the male connecting piece and the female connecting piece through the transverse male connecting piece and the transverse female connecting piece, and is connected with the male connecting piece and the female connecting piece through the vertical male connecting piece and the vertical female connecting piece. Figure 5

[0041] The prefabricated component is connected with the male connecting piece and the female connecting piece through the transverse male connecting piece and the transverse female connecting piece, and is connected with the male connecting piece and the female connecting piece through the vertical male connecting piece and the vertical female connecting piece. Figure 6

[0042] The prefabricated component is connected with the male connecting piece and the female connecting piece through the transverse male connecting piece and the transverse female connecting piece, and is connected with the male connecting piece and the female connecting piece through the vertical male connecting piece and the vertical female connecting piece. Figure 7It is the structure schematic diagram of the prefabricated component of the assembled shear wall after hiding concrete of the embodiment two of the utility model.

[0043] Figure 8 And Figure 9 It is the structure schematic diagram of the prefabricated component of the assembled shear wall after hiding concrete of the embodiment two of the utility model.

[0044] Figure 10 It is the structure schematic diagram of the prefabricated component of the assembled shear wall after hiding concrete of the embodiment two of the utility model.

[0045] Figure 11 It is the structure schematic diagram of the prefabricated component of the assembled shear wall after hiding concrete of the embodiment two of the utility model.

[0046] In the drawing, 01, prefabricated component;

[0047] 1, reinforced concrete wall;

[0048] 2, horizontal male connecting piece;21, horizontal male base;211, steel plate groove;212, horizontal male operation groove;22, horizontal insertion part;

[0049] 3, horizontal female connecting piece;31, horizontal female base;311, horizontal insertion slot;312, horizontal female operation groove;

[0050] 4, vertical male connecting piece;

[0051] 5, vertical female connecting piece;511, vertical insertion slot;

[0052] 6, connecting piece steel;

[0053] 7, steel plate;

[0054] 8, threaded assembly. DETAILED DESCRIPTION

[0055] The technical scheme of the embodiment of the application is explained and described below, but the following embodiment is only the preferred embodiment of the application, not all.Based on the embodiment in the embodiment, other embodiments obtained by the person skilled in the art without creative labor all belong to the protection scope of the application.

[0056] Referring to Figures 1 to 11 , the assembled shear wall of the embodiment of the utility model, the assembled shear wall comprises:

[0057] The prefabricated component has multiple, and the prefabricated component includes reinforced concrete wall and at least one of horizontal male connecting piece, horizontal female connecting piece, vertical male connecting piece and vertical female connecting piece integrated with reinforced concrete wall through concrete pouring;

[0058] Steel plate, multiple pieces, arranged on one side or both sides of the thickness direction of the prefabricated component;

[0059] Threaded assembly, multiple sets, horizontally arranged and two sets arranged on the same steel plate;

[0060] Wherein, the horizontal male connector of one of the two horizontally adjacent prefabricated components is inserted and matched with the horizontal female connector of the other, and the threaded assembly connects the steel plate, the horizontal male connector and the horizontal female connector together; and / or,

[0061] The vertical male connector of one of the two vertically adjacent prefabricated components is inserted and matched with the vertical female connector of the other, and the threaded assembly connects the steel plate, the vertical male connector and the vertical female connector together.

[0062] The prefabricated component is prefabricated in a factory, and after being transported to the site, only needs to be aligned and inserted, and then the steel plate and the threaded assembly are installed.

[0063] Embodiment one

[0064] Referring to Figures 1 to 7 The prefabricated component 01 includes a reinforced concrete wall body 1 and at least one of a horizontal male connector 2, a horizontal female connector 3, a vertical male connector 4 and a vertical female connector 5 which are integrally formed with the reinforced concrete wall body 1 through concrete pouring.

[0065] The prefabricated component 01 includes a reinforced concrete wall body 1 and at least one of a horizontal male connector 2, a horizontal female connector 3, a vertical male connector 4 and a vertical female connector 5 which are integrally formed with the reinforced concrete wall body 1 through concrete pouring.

[0066] Steel plate 7, multiple pieces, arranged on one side or both sides of the thickness direction of the prefabricated component 01;

[0067] Threaded assembly 8, multiple sets, horizontally arranged and two sets arranged on the same steel plate 7;

[0068] Wherein, the horizontal male connector 2 of one of the two horizontally adjacent prefabricated components 01 is inserted and matched with the horizontal female connector 3 of the other, and the threaded assembly 8 connects the steel plate 7, the horizontal male connector 2 and the horizontal female connector 3 together; and / or,

[0069] The vertical male connector 4 of one of the two vertically adjacent prefabricated components 01 is inserted and matched with the vertical female connector 5 of the other, and the threaded assembly 8 connects the steel plate 7, the vertical male connector 4 and the vertical female connector 5 together.

[0070] In this embodiment, the fabricated shear wall includes four identical prefabricated components 01. In other embodiments, the number of prefabricated components 01 can also be two, six, or other numbers. The prefabricated components 01 of the fabricated shear wall can also not be identical, such as when the fabricated shear wall has only two prefabricated components 01 and the two prefabricated components 01 are connected horizontally, one of the prefabricated components 01 can only have horizontal male connectors 2, and the other prefabricated component 01 can only have horizontal female connectors 3.

[0071] In this embodiment, the connection structure between the horizontal male connector 2 and the horizontal female connector 3 is similar to the connection structure between the vertical male connector 4 and the vertical female connector 5 (only the size and the number of functional parts are different), so only the connection structure between the horizontal male connector 2 and the horizontal female connector 3 will be described in detail.

[0072] In this embodiment, the horizontal male connector 2 includes a horizontal male base 21 and a protruding horizontal insertion part 22, and a threaded hole is formed in the horizontal male base 21. The horizontal female connector 3 includes a horizontal female base 31, and a horizontal insertion slot 311 is formed in the horizontal female base 31 to cooperate with the horizontal insertion part 22. A through hole is formed in the steel plate 7.

[0073] In this embodiment, the threaded assembly 8 includes bolts. One group of bolts on the same steel plate 7 passes through the steel plate 7 and is screwed into the horizontal male connector 2, and the other group of bolts passes through the steel plate 7 and the horizontal female connector 3 and is screwed into the horizontal male connector 2.

[0074] In other embodiments, the threaded assembly 8 includes bolts and nuts. One group of bolts on the same steel plate 7 passes through the steel plate 7, the horizontal male connector 2, and the other steel plate 7 and is screwed with the nut, and the other group of bolts passes through the steel plate 7, the horizontal female connector 3, the horizontal male connector 2, and the other steel plate 7 and is screwed with the other nut.

[0075] In this embodiment, the prefabricated component 01 is provided with a steel plate 7 on both sides.

[0076] In this embodiment, the horizontal insertion part 22 is discontinuous.

[0077] In this embodiment, the vertical insertion part is discontinuous.

[0078] In this embodiment, the size of the horizontal insertion slot 311 is matched with the size of the horizontal insertion part 22. The horizontal size of the vertical insertion slot 511 is greater than the horizontal size of the vertical insertion part. The horizontal size of the vertical insertion slot 511 is greater than the horizontal size of the vertical insertion part plus the horizontal size of the horizontal base of the horizontal insertion part 22.

[0079] In this embodiment, the horizontal male connector 2 and the horizontal female connector 3 are provided with a steel plate 7 slot 211, and the steel plate 7 is located in the steel plate 7 slot 211 and is basically flush with the horizontal male connector 2 and the horizontal female connector 3.

[0080] In this embodiment, the connecting steel bars 6 are arranged on the horizontal male connecting pieces 2, the horizontal female connecting pieces 3, the vertical male connecting pieces 4 and the vertical female connecting pieces 5, and the connecting steel bars 6 are connected with the steel bars in the reinforced concrete wall body 1. The connecting steel bars 6 are welded with the horizontal male connecting pieces 2, the horizontal female connecting pieces 3, the vertical male connecting pieces 4 and the vertical female connecting pieces 5. The connecting steel bars 6 can be connected with the steel bars in the reinforced concrete wall body 1 by means of binding, welding and the like.

[0081] In other embodiments, the steel bars in the reinforced concrete wall body 1 are welded with the horizontal male connecting pieces 2, the horizontal female connecting pieces 3, the vertical male connecting pieces 4 and the vertical female connecting pieces 5.

[0082] In this embodiment, the prefabricated shear wall further comprises a plurality of bolt and nut assemblies, the bolt is screwed with the nut after penetrating through the horizontal male connecting piece 2 of one of the two horizontally adjacent prefabricated components 01 and the horizontal female connecting piece 3 of the other, so as to improve the connection strength between the horizontal male connecting piece 2 and the horizontal female connecting piece 3.

[0083] In this embodiment, the prefabricated shear wall further comprises a plurality of bolt and nut assemblies, the bolt is screwed with the nut after penetrating through the vertical male connecting piece 4 of one of the two vertically adjacent prefabricated components 01 and the vertical female connecting piece 5 of the other, so as to improve the connection strength between the vertical male connecting piece 4 and the vertical female connecting piece 5.

[0084] In this embodiment, the horizontal male base 21 is provided with a through hole near the end wall of the horizontal insertion part 22, and the horizontal male base 21 is further provided with a horizontal male operation groove 212 in communication with the through hole. The end surface of the horizontal female insertion groove 311 of the horizontal female base 31 is provided with a through hole, and the side wall of the horizontal female insertion groove 311 of the horizontal female base 31 is provided with a horizontal female operation groove 312 in communication with the through hole.

[0085] In this embodiment, there are a plurality of horizontal male operation grooves 212 on the same horizontal male base 21, and a plurality of steel plates 7 are arranged on the same horizontal male base 21, and the steel plates 7 and the horizontal male operation grooves 212 are staggered.

[0086] In this embodiment, the end of the insertion connecting part of each connecting piece can be chamfered for easy insertion.

[0087] In this embodiment, when the shear wall has four prefabricated components 01 arranged in two horizontal and two vertical groups (for example, as shown in FIG. 1), the horizontal male connecting piece 2 of one of the two horizontally adjacent prefabricated components 01 is connected with the horizontal female connecting piece 3 of the other, and the vertical male connecting piece 4 of one of the two vertically adjacent prefabricated components 01 is connected with the vertical female connecting piece 5 of the other. Figures 1 to 3The first prefabricated component 01 is hoisted into position first when splicing the shear wall, then the thickness direction and the height direction of the second prefabricated component 01 are aligned with the first prefabricated component 01, the second prefabricated component 01 is moved transversely so that the transverse male connector 2 is completely inserted into the transverse female connector 3, then the steel plate 7 is fixed with the two through the thickness direction threaded assembly 8, and the two are connected by the bolt and nut of the transverse line, after the assembly of the two transverse prefabricated components 01 is completed, the third prefabricated component 01 is hoisted so that the thickness direction and the height direction (transverse direction) of the third prefabricated component 01 are aligned with the first or second prefabricated component 01, then the third prefabricated component 01 is adjusted left and right, after hoisting is completed, the steel plate 7, the threaded assembly 8 and the bolt and nut are also installed correspondingly, finally the fourth prefabricated component 01 is hoisted, and the thickness direction and the height direction of the fourth prefabricated component 01 are also aligned with the third prefabricated component 01, and the vertical insertion part is inserted into the leftmost end of the vertical insertion slot 511, then the position of the fourth prefabricated component 01 is adjusted left and right to be installed in place, finally the steel plate 7, the threaded assembly 8 and the bolt and nut are installed.

[0088] The prefabricated component 01, the steel plate 7 and the threaded assembly 8 are arranged, the prefabricated components 01 are transversely inserted through the transverse male connector 2 and the transverse female connector 3, and are vertically inserted through the vertical male connector 4 and the vertical female connector 5, after insertion, the adjacent prefabricated components 01 are connected into one through the steel plate 7 and the threaded assembly 8, so that the quick assembly of the shear wall is realized; the steel plate 7 and the threaded assembly 8 arranged in the thickness direction can also ensure the connection strength; the bolt and nut of the transverse direction and the vertical direction further improve the connection strength.

[0089] Embodiment two

[0090] The difference between embodiment two and embodiment one is that the transverse insertion part 22 is continuous as a whole, and the vertical insertion part is continuous as a whole.

[0091] In this embodiment, the transverse insertion part 22 is continuous as a whole.

[0092] In this embodiment, the vertical insertion part is continuous as a whole, and the vertical insertion slot 511 is transversely penetrated.

[0093] In this embodiment, when splicing the shear wall (assuming that the shear wall has four prefabricated components 01 which are two by two transversely and two by two vertically), the first prefabricated component 01 is hoisted into place, then the thickness direction and the height direction of the second prefabricated component 01 are aligned with the first prefabricated component 01, and the second prefabricated component 01 is moved transversely so that the transverse male connector 2 is completely inserted into the transverse female connector 3, then the steel plate 7 is fixed with the two by the thickness direction of the threaded assembly 8, and the two are connected by the bolt and nut of the horizontal line, after the assembly of the two transverse prefabricated components 01 is completed, the third prefabricated component 01 is hoisted so that its thickness direction and height direction (transverse direction) are aligned with the first or second prefabricated component 01, and the transverse direction (left-right direction) can be easily adjusted into place through the vertical insertion slot 511 and the vertical insertion part left and right, after hoisting is completed, the steel plate 7, the threaded assembly 8 and the bolt and nut are also installed accordingly, and finally the fourth prefabricated component 01 is hoisted, and the thickness direction and the height direction of the fourth prefabricated component 01 are aligned with the third prefabricated component 01, then the position of the fourth prefabricated component 01 is adjusted left and right to be installed in place, and finally the steel plate 7, the threaded assembly 8 and the bolt and nut are installed. In this embodiment, the hoisting difficulty of the vertically spliced prefabricated component 01 is lower than that of the first embodiment.

[0094] Referring to Figures 8 to 11 ,

[0095] The utility model embodiment provides a shear wall connecting assembly, the shear wall connecting assembly includes:

[0096] Male connector;

[0097] Female connector;

[0098] Steel plate;

[0099] Threaded assembly, at least two groups are provided on the same steel plate;

[0100] Among them, the male connector includes male base and protruding insertion part, the female connector includes female base, the female base forms the insertion slot matched with the insertion part, and the same steel plate is connected with the male connector and the female connector through two groups of threaded assemblies.

[0101] The male connector and the female connector are also connected by the bolt and nut, and the male connector and the female connector form the operation slot.

[0102] The above is only the specific embodiment of the present application, but the protection scope of the present application is not limited to this, and those skilled in the art should understand that the present application includes but is not limited to the content described in the above specific embodiment. Any modification without deviating from the function and structural principle of the present application will be included in the scope of claims.

Claims

1. A fabricated shear wall, characterized by: The assembled shear wall comprises: A plurality of prefabricated components (01), wherein the prefabricated component (01) comprises a reinforced concrete wall (1) and at least one of a horizontal male connector (2), a horizontal female connector (3), a vertical male connector (4) and a vertical female connector (5) which are integrally formed with the reinforced concrete wall (1) by concrete pouring; A plurality of steel plates (7) are arranged on one side or both sides of the prefabricated component (01) in the thickness direction; A plurality of threaded assemblies (8) are horizontally arranged and at least two threaded assemblies are arranged on the same steel plate (7); The horizontal male connector (2) of one of the two horizontally adjacent prefabricated components (01) is inserted and matched with the horizontal female connector (3) of the other prefabricated component (01), and the threaded assembly (8) connects the steel plate (7), the horizontal male connector (2) and the horizontal female connector (3) together; and / or The vertical male connector (4) of one of the two vertically adjacent prefabricated components (01) is inserted and matched with the vertical female connector (5) of the other prefabricated component (01), and the threaded assembly (8) connects the steel plate (7), the vertical male connector (4) and the vertical female connector (5) together.

2. The fabricated shear wall of claim 1, wherein: The horizontal male connector (2) comprises a horizontal male base (21) and a protruding horizontal insertion part (22), a threaded hole is formed in the horizontal male base (21), the horizontal female connector (3) comprises a horizontal female base (31), a horizontal insertion groove (311) matched with the horizontal insertion part (22) is formed in the horizontal female base (31), and a through hole is formed in the steel plate (7); and / or The vertical male connector (4) comprises a vertical male base and a protruding vertical insertion part, a threaded hole is formed in the vertical male base, the vertical female connector (5) comprises a vertical female base, a vertical insertion groove (511) matched with the vertical insertion part is formed in the vertical female base, and a through hole is formed in the steel plate (7).

3. The fabricated shear wall of claim 2, wherein: The threaded assembly (8) comprises a bolt, one group of bolts on the same steel plate (7) is screwed into the horizontal male connector (2) after penetrating the steel plate (7), another group of bolts is screwed into the horizontal male connector (2) after penetrating the steel plate (7) and the horizontal female connector (3), or the threaded assembly (8) comprises a bolt and a nut, one group of bolts on the same steel plate (7) is screwed with the nut after penetrating the steel plate (7), the horizontal male connector (2) and the steel plate (7) on the other side, another group of bolts is screwed with the steel plate (7) on the other side after penetrating the steel plate (7), the horizontal female connector (3) and the horizontal male connector (2); and / or The threaded assembly (8) comprises a bolt, one group of bolts on the same steel plate (7) is screwed into the vertical male connector (4) after penetrating the steel plate (7), another group of bolts is screwed into the vertical male connector (4) after penetrating the steel plate (7) and the vertical female connector (5), or the threaded assembly (8) comprises a bolt and a nut, one group of bolts on the same steel plate (7) is screwed with the nut after penetrating the steel plate (7), the vertical male connector (4) and the steel plate (7) on the other side, another group of bolts is screwed with the steel plate (7) on the other side after penetrating the steel plate (7), the vertical female connector (5) and the vertical male connector (4).

4. The fabricated shear wall of claim 2, wherein: The horizontal insertion part (22) is continuous or discontinuous; and / or The vertical insertion part is continuous as a whole or discontinuous as multiple parts; and / or, The horizontal male connector (2) and the horizontal female connector (3) are provided with a steel plate (7) groove (211), the steel plate (7) is located in the steel plate (7) groove (211) and is substantially flush with the horizontal male connector (2) and the horizontal female connector (3); and / or, The vertical male connector (4) and the vertical female connector (5) are provided with a steel plate (7) groove (211), the steel plate (7) is located in the steel plate (7) groove (211) and is substantially flush with the vertical male connector (4) and the vertical female connector (5).

5. The prefabricated shear wall according to claim 2, wherein: The prefabricated shear wall further comprises a plurality of bolt and nut assemblies, the bolt passes through the horizontal male connector (2) of one of the two horizontally adjacent prefabricated components (01) and the horizontal female connector (3) of the other prefabricated component (01) and is screwed with the nut; and / or, The prefabricated shear wall further comprises a plurality of bolt and nut assemblies, the bolt passes through the vertical male connector (4) of one of the two vertically adjacent prefabricated components (01) and the vertical female connector (5) of the other prefabricated component (01) and is screwed with the nut.

6. The prefabricated shear wall according to claim 5, characterized in that: The horizontal male base (21) is provided with a through hole near the end wall of the horizontal insertion part (22), and the horizontal male base (21) further forms a horizontal male operation groove (212) in communication with the through hole; the end surface of the horizontal female insertion groove (311) of the horizontal female base (31) is provided with a through hole, and the side wall of the horizontal female insertion groove (311) of the horizontal female base (31) forms a horizontal female operation groove (312) in communication with the through hole.

7. The prefabricated shear wall according to claim 6, characterized in that: There are multiple horizontal male operation grooves (212) on the same horizontal male base (21), and multiple steel plates (7) are arranged on the same horizontal male base (21), and the steel plates (7) and the horizontal male operation grooves (212) are staggered.

8. The prefabricated shear wall according to claim 1, characterized in that: The horizontal male connector (2), the horizontal female connector (3), the vertical male connector (4) and the vertical female connector (5) are provided with a connector steel bar (6), and the connector steel bar (6) is connected with the steel bar in the reinforced concrete wall body (1), Alternatively, the steel bar in the reinforced concrete wall body (1) is welded with the horizontal male connector (2), the horizontal female connector (3), the vertical male connector (4) and the vertical female connector (5).

9. The prefabricated shear wall according to claim 1, wherein: The prefabricated component (01) comprises a horizontal male connector (2), a horizontal female connector (3), a vertical male connector (4) and a vertical female connector (5).

10. A shear wall connection assembly, characterized by: The shear wall connecting assembly comprises: A male connector; A female connector; A steel plate (7); A threaded assembly (8), at least two groups are arranged on the same steel plate (7); The male connector comprises a male base and a protruding insertion part, the female connector comprises a female base, and the female base is provided with an insertion groove matched with the insertion part, and the same steel plate (7) is connected with the male connector and the female connector through two groups of threaded assemblies (8) respectively.

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