Prefabricated combined shear wall

Abstract

The application relates to the technical field of fabricated building wall bodies, and particularly provides a fabricated combined shear wall, which comprises a shear wall steel reinforcement framework and a concrete body poured on the outer layer of the shear wall steel reinforcement framework; a post-poured pipe is embedded in the concrete body; a connecting part is inserted into the post-poured pipe and is connected with the post-poured pipe through grouting; the connecting part comprises an anti-seismic damping unit and first pouring units and second pouring units; the bottom end of the first pouring units is connected with a building foundation pile cap or a ground beam, and the other end is connected with the post-poured pipe through grouting and passes through the anti-seismic damping unit; one end of the second pouring units is embedded in the building foundation pile cap or the ground beam, and the other end is connected with the bottom end of the shear wall steel reinforcement framework through grouting. The application improves the problems of the traditional fabricated shear wall in the prior art, such as inconvenient assembly, poor wall anti-seismic performance and the like.

Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of prefabricated building wall, and particularly provides a prefabricated composite shear wall. BACKGROUND

[0002] In the field of construction, prefabricated shear wall structures have been widely used due to their advantages of fast construction speed and controllable quality. In the existing installation method of prefabricated shear walls, a sleeve pipe is usually pre-buried at the bottom of the shear wall, and the steel bars on the bottom surface are inserted into the sleeve pipe, and then concrete is poured to realize the connection between the shear wall and the foundation.

[0003] However, this installation method has significant drawbacks. During the hoisting of the prefabricated shear wall, it is extremely difficult to align the pre-buried sleeve pipe with the steel bars on the bottom surface. Since the sleeve pipe is located at the bottom of the shear wall, it is difficult for the construction personnel to directly observe the relative position of the sleeve pipe and the steel bars, and it is often necessary to use a mirror on the ground to constantly observe and adjust the relative position of the sleeve pipe and the steel bars. This process not only consumes a lot of time and manpower, resulting in low installation efficiency, but also increases the construction cost and safety risk.

[0004] In addition, the existing prefabricated shear wall has poor seismic performance. Only through the connection of the sleeve pipe and the pre-buried steel bars, the connection between the shear wall and the foundation is prone to damage under the action of earthquakes, which cannot effectively transmit and disperse the earthquake force, thereby affecting the stability and safety of the entire building structure. With the increasing demand for building seismic performance, the existing prefabricated shear wall technology has been difficult to meet the needs of actual engineering.

[0005] Therefore, there is an urgent need for a new prefabricated shear wall structure and its installation method to solve the problems of difficult sleeve pipe alignment and poor seismic effect, and to improve the construction efficiency and seismic performance of prefabricated buildings. SUMMARY

[0006] The present application provides a prefabricated composite shear wall, which solves the problem of inconvenient assembly and poor seismic performance of traditional prefabricated shear walls in the prior art.

[0007] The application provides an assembled combined shear wall, which comprises a shear wall steel reinforcement framework and a concrete body poured on the outer layer of the shear wall steel reinforcement framework; a post-poured pipe embedded in the concrete body and arranged at the lower part of the shear wall steel reinforcement framework; a connecting part embedded on a building foundation pile cap or a ground beam, the connecting part extending into the post-poured pipe and being connected with the post-poured pipe by grouting; the connecting part comprises an anti-seismic damping unit and first and second pouring units; one end of the anti-seismic damping unit is connected with the building foundation pile cap or the ground beam, and the other end is connected with the first pouring unit, the bottom end of the first pouring unit is connected with the building foundation pile cap or the ground beam, and the other end is connected with the post-poured pipe by grouting through the anti-seismic damping unit; one end of the second pouring unit is embedded in the building foundation pile cap or the ground beam, and the other end is connected with the bottom end of the shear wall steel reinforcement framework by grouting.

[0008] Optionally, the shear wall steel reinforcement framework comprises a main steel reinforcement frame and columnar steel reinforcement frames arranged on both sides of the main steel reinforcement frame; the two columnar steel reinforcement frames are connected with the main steel reinforcement frame by binding; a connecting steel reinforcement is in a U shape, the opening end of the U-shaped connecting steel reinforcement is connected with the bottom end of the main steel reinforcement frame by binding, and the bottom end is used for grouting connection with the second pouring unit; the bottom end of the U-shaped connecting steel reinforcement extends out of the bottom end of the concrete body.

[0009] Optionally, the post-poured pipe comprises a transverse sleeve main body, the middle part of which is embedded in the main steel reinforcement frame, and the two ends of which are embedded in the two columnar steel reinforcement frames; two groups of exhaust pipes are arranged at the two ends of the transverse sleeve main body; one end of the exhaust pipe away from the transverse sleeve main body is arranged obliquely upward and extends out of the side wall of the concrete body; a plurality of vertical connecting sleeves are arranged, and the vertical connecting sleeves correspond to the connecting parts one by one; the top end of the vertical connecting sleeve is communicated with the transverse sleeve main body, and the bottom end is used for connecting the first pouring unit, and the first pouring unit is arranged in the vertical connecting sleeve; a grouting pipe is communicated with the circumferential outer wall of the vertical connecting sleeve through the concrete body.

[0010] Optionally, the anti-seismic damping unit comprises a pre-embedded plate embedded into a shear wall installation slot of the building foundation pile cap or the ground beam; a limiting slide is arranged on the surface of the pre-embedded plate; the first pouring unit is arranged on the surface of the pre-embedded plate at intervals with the limiting slide, and the limiting slide is closed at both ends; a sliding block is arranged in the limiting slide; a first damping rod is hingedly connected with the sliding block at one end and arranged close to the first pouring unit at the other end; a second damping rod is connected with the second pouring unit at one end and arranged close to the first pouring unit at the other end; an adjusting rod is connected with the first and second damping rods at both ends, the first pouring unit penetrates through the middle segment area of the adjusting rod, and the upper part of the adjusting rod abuts against the bottom end of the post-poured pipe.

[0011] Optionally, the first pouring unit comprises: a top rod, the top end of which penetrates the adjusting rod and extends into the vertical connecting sleeve; a bottom plate, the surface of which is hinged to the bottom end of the top rod, and the bottom surface of which abuts against the surface of the pre-embedded plate; a cylindrical adjusting block, which is arranged in the middle section of the top rod, wherein the axis of the cylindrical adjusting block is perpendicular to the axis of the top rod, the bottom surface of the cylindrical adjusting block abuts against the surface of the adjusting rod, and the cylindrical adjusting block slides on the circumferential outer wall of the top rod; and a sealing plate, the top end of the top rod penetrates the center of the sealing plate, the bottom surface of the sealing plate abuts against the surface of the cylindrical adjusting block, and the top surface is used to close the bottom end of the vertical connecting sleeve.

[0012] Optionally, the second pouring unit comprises: a shell, which is placed on the side of the second damping rod away from the first damping rod; and the bottom end of the connecting steel bar extends into the shell, and the shell is used to pour concrete slurry.

[0013] Optionally, the second pouring unit further comprises: a plurality of deformed steel bars, which are arranged on one side of the anti-seismic damping unit, the bottom end of each deformed steel bar is pre-embedded in the mounting groove, and the deformed steel bars are arranged at intervals below the connecting steel bar; the deformed steel bars are generally V-shaped, the opening end of the V-shaped deformed steel bar is connected to the mounting groove, and the bottom end is arranged upward; a steel ring, which is arranged at the bottom end of the V-shaped deformed steel bar; and an opening, which is arranged at the top end of the steel ring, and the outer wall of the steel ring is connected to the bottom end of the deformed steel bar.

[0014] Optionally, the second damping rod is provided with a hook at the end close to the second pouring unit, the mounting end of the hook is connected to the second damping rod, and the other end penetrates the steel ring and is arranged on one side of the deformed steel bar.

[0015] The present application has the following technical effects.

[0016] The prefabricated shear wall is composed of a shear wall steel reinforcement framework and a concrete body. When the prefabricated shear wall is prepared, the shear wall steel reinforcement framework is first erected, then the shear wall steel reinforcement framework is placed in a mold, a post-pouring pipe is placed in the shear wall steel reinforcement framework close to the bottom, the bottom end of the shear wall steel reinforcement framework is wrapped outside the post-pouring pipe, concrete slurry is poured into the mold, and finally the prefabricated shear wall is formed.

[0017] Meanwhile, when a building foundation pile cap or a ground beam is poured, the connecting part is pre-embedded in the interior, and the anti-seismic damping unit and the first pouring unit and the second pouring unit are exposed, which are used for grouting connection with the shear wall when the first pouring unit and the second pouring unit are subsequently assembled with the shear wall.

[0018] In the process of assembling the shear wall, the shear wall is hoisted, after hoisting, the one end of the concrete body with the post-poured pipe is directed to the connecting part, and the concrete body is lowered, so that the first pouring unit is inserted into the post-poured pipe, the second pouring unit is close to the bottom end of the shear wall steel reinforcement framework, then the post-poured pipe and the position close to the second pouring unit of the second pouring unit and the shear wall steel reinforcement framework are grouted, and after the concrete grout is solidified, the assembly effect of the concrete body of the shear wall and the building foundation pile cap or the girder is realized through the connecting part.

[0019] It is worth noting that the connecting part is provided with at least two groups, and the connecting part is linearly distributed along the building foundation pile cap or the girder.

[0020] After the assembly is completed, when the shear wall swings due to the influence of the earthquake, the seismic damping unit absorbs and dissipates the seismic energy, reduces the vibration load and inertial force transmitted to the concrete body, the shear wall steel reinforcement framework, the building foundation pile cap or the girder, suppresses the excessive deformation and violent shaking of the wall, reduces the risk of wall cracking, steel yielding and even overall overturning, ensures the safety and integrity of the structure under the action of the earthquake, protects the grouting connection in the post-poured pipe, the grouting connection between the second pouring unit and the bottom end of the shear wall steel reinforcement framework and other key parts, prevents these rigid connection areas from failing prematurely due to excessive stress under strong earthquakes, precisely pre-buries the post-poured pipe in the bottom of the prefabricated shear wall in the factory, realizes the welding-free and high prefabrication of the key connection node, during on-site construction, only needs to hoist the prefabricated shear wall into position, makes the embedded connecting part directly inserted into the post-poured pipe of the shear wall, at the same time, makes the second pouring unit aligned with the bottom end of the shear wall steel reinforcement framework, then one-time grouting is performed on the inside of the post-poured pipe and the gap between the second pouring unit and the steel reinforcement framework, so that the main connection is completed, the complicated on-site steel binding, formwork setting, welding operation and curing waiting time in the traditional cast-in-place or welded connection are omitted, the assembly process of the shear wall and the foundation is simplified, the construction period is shortened, and the requirement for the technical proficiency of the on-site workers is reduced.

[0021] Additional aspects and advantages of the application will be set forth in part in the description which follows, and in part will become apparent to those skilled in the art upon examination of the following description and drawings or can be learned by practice of the application. BRIEF DESCRIPTION OF DRAWINGS

[0022] In order to more clearly illustrate the technical solutions in the application or prior art, the following will briefly introduce the drawings needed to be used in the embodiments or prior art description. Obviously, the drawings in the following description are some embodiments of the application, and other drawings can be obtained by those skilled in the art without any creative effort on the basis of these drawings.

[0023] Figure 1 is a schematic diagram of the assembled combined shear wall structure provided by the application.

[0024] Figure 2 This is a schematic diagram of the shear wall steel reinforcement skeleton structure provided by the present invention.

[0025] Figure 3 This is a schematic diagram of the post-cast pipe structure provided by the present invention.

[0026] Figure 4 This is a schematic diagram of the connection structure provided by the present invention.

[0027] Figure 5 This is a schematic diagram of the seismic damping unit structure provided by the present invention.

[0028] Figure 6 This is a schematic diagram of the second casting unit structure provided by the present invention.

[0029] Figure 7 This is a schematic diagram of the first casting unit structure provided by the present invention.

[0030] Figure label:

[0031] 100 - Shear wall reinforcement cage;

[0032] 110 - Main steel reinforcement frame; 120 - Columnar steel reinforcement frame; 130 - Connecting steel reinforcement;

[0033] 200 - Concrete body;

[0034] 300-Post-gating pipe;

[0035] 310 - Horizontal sleeve body; 320 - Exhaust pipe; 330 - Vertical connecting sleeve; 340 - Grouting pipe;

[0036] 400 - Connecting part;

[0037] 410 - Seismic Damping Unit;

[0038] 411-Embedded plate; 412-Limiting slide; 413-Slider; 414-First damping rod; 415-Second damping rod; 416-Adjusting rod; 417-Hook;

[0039] 420 - First pouring unit;

[0040] 421-Top rod; 422-Base plate; 423-Columnar adjusting block; 424-Sealing plate;

[0041] 430 - Second pouring unit;

[0042] 431 - Shell; 432 - Deformed reinforcing bar; 433 - Reinforcing bar ring; 434 - Opening;

[0043] 500 - Building foundation cap;

[0044] 600 - Mounting slot. DETAILED DESCRIPTION

[0045] In order to make the objects, technical solutions and advantages of the present application clearer, the technical solutions in the present application will be clearly and completely described below with reference to the drawings in the present application. Obviously, the described embodiments are only a part of embodiments of the present application, but not all embodiments of the present application. Based on the embodiments in the present application, all other embodiments obtained by those of ordinary skill in the art without creative work fall within the scope of protection of the present application.

[0046] In the description of the embodiments of the present application, it should be noted that the terms "upper", "lower", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer" and the like indicate the orientation or positional relationship shown in the drawings based on the orientation or positional relationship shown in the drawings, and are only for the purpose of facilitating the description of the embodiments of the present application and simplifying the description, and therefore cannot be understood as indicating or implying that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore cannot be understood as limiting the embodiments of the present application. In addition, the terms "first", "second" and the like are only for the purpose of description and cannot be understood as indicating or implying relative importance.

[0047] In the description of the embodiments of the present application, it should be noted that unless otherwise explicitly specified and limited, the terms "connected", "connected" should be understood in a broad sense, for example, it can be fixedly connected, or it can be detachably connected, or it can be integrally connected; it can be mechanically connected, or it can be electrically connected; it can be directly connected, or it can be indirectly connected through an intermediate medium. For those of ordinary skill in the art, the specific meaning of the above terms in the embodiments of the present application can be understood according to the specific circumstances.

[0048] In the embodiments of the present application, unless otherwise explicitly specified and limited, the first feature "on" or "under" the second feature can be that the first and second features are in direct contact, or the first and second features are in indirect contact through an intermediate medium. Moreover, the first feature "above", "over" and "on" the second feature can be that the first feature is directly above or obliquely above the second feature, or it can only mean that the horizontal height of the first feature is higher than that of the second feature. The first feature "below", "under" and "under" the second feature can be that the first feature is directly below or obliquely below the second feature, or it can only mean that the horizontal height of the first feature is less than that of the second feature.

[0049] In the description of the present specification, the description of the terms "one embodiment", "some embodiments", "an example", "a specific example", or "some examples" and the like means that the specific features, structures, materials or characteristics described in connection with the embodiment or example are included in at least one embodiment or example of the embodiments of the present application. In the present specification, the illustrative description of the above terms is not directed to the same embodiment or example. Moreover, the specific features, structures, materials or characteristics described can be combined in any appropriate manner in any one or more embodiments or examples. Furthermore, the different embodiments or examples described in the present specification and the features of the different embodiments or examples can be combined and combined by those skilled in the art without contradiction.

[0050] The technical solutions of the present application are described below in combination with Figures 1 to 7

[0051] The embodiment of the present application provides an assembled combined shear wall, which comprises a shear wall steel reinforcement framework 100 and a concrete body 200 poured on the outer layer of the shear wall steel reinforcement framework 100; a post-poured pipe 300 pre-buried in the concrete body 200 and arranged at the lower part of the shear wall steel reinforcement framework 100; a connecting part 400 pre-buried on a building foundation pile cap 500 or a ground beam, the connecting part 400 extending into the post-poured pipe 300 and being connected with the post-poured pipe 300 by grouting; the connecting part 400 comprises an anti-seismic damping unit 410 and a first pouring unit 420 and a second pouring unit 430; wherein: one end of the anti-seismic damping unit 410 is connected with the building foundation pile cap 500 or the ground beam, and the other end is connected with the first pouring unit 420, the bottom end of the first pouring unit 420 is connected with the building foundation pile cap 500 or the ground beam, and the other end extends through the anti-seismic damping unit 410 and is connected with the post-poured pipe 300 by grouting; one end of the second pouring unit 430 is pre-buried in the building foundation pile cap 500 or the ground beam, and the other end is connected with the bottom end of the shear wall steel reinforcement framework 100 by grouting.

[0052] In the above embodiment, the assembled shear wall is composed of the shear wall steel reinforcement framework 100 and the concrete body 200. When the prefabricated shear wall is prepared, the shear wall steel reinforcement framework 100 is first erected, then the shear wall steel reinforcement framework is placed in a mold, the post-poured pipe 300 is placed in the shear wall steel reinforcement framework 100 at the bottom position, the bottom end of the shear wall steel reinforcement framework 100 is wrapped outside the post-poured pipe 300, and the mold is filled with concrete slurry, and finally the assembled shear wall is formed.

[0053] Meanwhile, when the building foundation pile cap 500 or the ground beam is poured, the connecting part 400 is pre-buried inside, and the anti-seismic damping unit 410 and the first pouring unit 420 and the second pouring unit 430 are exposed, which are used for subsequent assembly of the shear wall and grouting connection with the shear wall.​

[0054] In the assembly of the shear wall, the shear wall is hoisted, after hoisting, one end of the concrete body 200 with the post-cast pipe 300 is directed towards the connecting part 400, and the concrete body 200 is lowered so that the first pouring unit 420 extends into the post-cast pipe 300, and the second pouring unit 430 is close to the bottom end of the shear wall reinforcement framework 100, then the post-cast pipe 300 and the position close to the second pouring unit 430 of the shear wall reinforcement framework 100 are grouted, and after the concrete grout is solidified, the assembly effect of the concrete body 200 of the shear wall and the building foundation slab 500 or the girder is realized through the connecting part 400.

[0055] It is worth noting that the connecting part 400 is provided with at least two groups, and the connecting part 400 is linearly distributed along the building foundation slab 500 or the girder.

[0056] After assembly is completed, when the shear wall swings due to the influence of earthquake, the seismic damping unit 410 absorbs and dissipates the seismic energy, reduces the vibration load and inertial force transmitted to the concrete body 200, the shear wall reinforcement framework 100, the building foundation slab 500 or the girder, suppresses the excessive deformation and violent shaking of the wall, reduces the risk of wall cracking, steel yielding and even overall overturning, ensures the safety and integrity of the structure under the action of earthquake, protects the grouting connection in the post-cast pipe 300, the grouting connection between the second pouring unit 430 and the bottom end of the shear wall reinforcement framework 100 and other key parts, prevents these rigid connection areas from failing prematurely due to excessive stress under strong earthquake, precisely pre-buries the post-cast pipe 300 in the bottom of the prefabricated shear wall in the factory, realizes the welding-free and high prefabrication of the key connection node, during on-site construction, only needs to hoist the prefabricated shear wall into position, makes the embedded connecting part 400 directly inserted into the post-cast pipe 300 of the shear wall, at the same time, makes the second pouring unit 430 aligned with the bottom end of the shear wall reinforcement framework 100, then performs one-time grouting on the inside of the post-cast pipe 300 and the gap between the second pouring unit 430 and the reinforcement framework, and the main connection is completed, which saves the complicated on-site reinforcement binding, formwork setting, welding operation and curing waiting time in traditional cast-in-place or welded connection, simplifies the assembly process of the shear wall and the foundation, shortens the construction period, and reduces the requirement for the technical proficiency of on-site workers.

[0057] Please refer to Figures 1-7In some embodiments, the shear wall steel reinforcement framework 100 comprises a main steel reinforcement frame 110 and columnar steel reinforcement frames 120 arranged on both sides of the main steel reinforcement frame 110; wherein: the two columnar steel reinforcement frames 120 are connected with the main steel reinforcement frame 110 by binding; a connecting steel reinforcement 130 in the shape of a U, the open end of the U-shaped connecting steel reinforcement 130 is connected with the bottom end of the main steel reinforcement frame 110 by binding, and the bottom end is used for grouting connection with the second pouring unit 430; wherein: the bottom end of the U-shaped connecting steel reinforcement 130 extends out of the bottom end of the concrete body 200.

[0058] In the above embodiments, the main steel reinforcement frame 110 is used in the shear wall steel reinforcement framework 100 in combination with the structure of the columnar steel reinforcement frames 120 on both sides instead of a single frame, the columnar steel reinforcement frames 120 are used as edge constraint members to improve the bending bearing capacity and shear stiffness of the shear wall, the dense stirrup restrains the concrete to delay the crushing of the wall end, the failure mode is converted from brittle shear to ductile bending, the strong column energy dissipation and flexible damping effect are formed in cooperation with the seismic damping unit 410 during an earthquake, and the columnar frame, the main frame and the second pouring unit 430 are grouted as a whole by the U-shaped connecting steel reinforcement 130 to disperse the stress peak of the bottom connection and improve the hoisting deformation problem by using the high stiffness characteristics of the columnar frame.

[0059] Please refer to Figures 1-7 In some embodiments, the post-poured pipe 300 comprises: a transverse sleeve body 310, the middle part of which is pre-buried in the main steel reinforcement frame 110, and both ends of which are pre-buried in the two columnar steel reinforcement frames 120; two sets of exhaust pipes 320 are arranged at both ends of the transverse sleeve body 310; wherein: one end of the exhaust pipe 320 away from the transverse sleeve body 310 is arranged obliquely upward and extends out of the side wall of the concrete body 200; a plurality of vertical connecting sleeves 330 are arranged, and each of the vertical connecting sleeves 330 corresponds to one of the connecting parts 400; wherein: the top end of the vertical connecting sleeve 330 is in communication with the transverse sleeve body 310, and the bottom end is used for connecting the first pouring unit 420, and the first pouring unit 420 is arranged in the vertical connecting sleeve 330; a grouting pipe 340 is arranged to pass through the circumferential outer wall of the concrete body 200 and the vertical connecting sleeve 330.

[0060] In the above embodiment, part of the steel bars of the main steel bar frame 110 is welded with the transverse sleeve body 310, after hoisting is completed, the first pouring unit 420 extends into the vertical connecting sleeve 330, grouting is conducted in the grouting pipe 340, the concrete slurry enters the vertical connecting sleeve 330 from the grouting pipe 340, flows through the first pouring unit 420 in the vertical connecting sleeve 330, and finally flows to the direction of the exhaust pipe 320 at both ends of the transverse sleeve body 310. Since the end of the exhaust pipe 320 away from the transverse sleeve body 310 is arranged to be inclined upward, when the concrete slurry fills the vertical connecting sleeve 330 and the transverse sleeve body 310, it flows to the direction of the exhaust pipe 320, and finally is discharged from the exhaust pipe 320. The exhaust pipe 320 can solve the problem of exhaust of the post-pouring pipe 300 during grouting, and can also observe the grouting effect, so as to avoid incomplete grouting and empty pouring in the post-pouring pipe 300. In addition, the problem that the traditional ground steel bar can only be connected with the sleeve in the concrete structure of the shear wall through grouting, but cannot be directly connected with the steel bar frame in the shear wall is solved, the structural strength of the shear wall is further improved, and the ground steel bar can be indirectly connected with the steel bar frame in the shear wall.

[0061] Please refer to Figures 1-7 In some embodiments, the anti-seismic damping unit 410 comprises: a pre-buried plate 411 pre-buried in a shear wall mounting slot of the building foundation slab 500 or a ground beam; a limiting slide 412 arranged on the surface of the pre-buried plate 411; wherein the first pouring unit 420 is arranged on the surface of the pre-buried plate 411 in a spaced manner with the limiting slide 412, and the limiting slide 412 is closed at both ends; a sliding block 413 slidingly arranged in the limiting slide 412; a first damping rod 414 hingedly connected to the sliding block 413 at one end and arranged close to the first pouring unit 420 at the other end; a second damping rod 415 connected to the second pouring unit 430 at one end and arranged close to the first pouring unit 420 at the other end; an adjusting rod 416 connected to the first damping rod 414 and the second damping rod 415 at both ends, respectively, and the first pouring unit 420 penetrates the middle section area of the adjusting rod 416; and the upper part of the adjusting rod 416 abuts against the bottom end of the post-pouring pipe 300.

[0062] In the above embodiment, the building foundation slab 500 or the beam surface is provided with a mounting groove for embedding the anti-seismic damping unit 410 and the first pouring unit 420 and the second pouring unit 430, and the pre-embedded plate 411 is embedded in the mounting groove. When the shear wall is assembled, the vertical connecting sleeve 330 of the post-poured pipe 300 is gradually moved downward, the first pouring unit 420 is inserted into the vertical connecting sleeve 330, when the bottom end of the post-poured pipe 300 abuts against the surface of the adjusting rod 416, the concrete body 200 continues to press down the adjusting rod 416 under the influence of its own gravity, the adjusting rod 416 is continuously moved downward along the circumference of the first pouring unit 420, so that the adjusting rod 416 drives the first damping rod 414 and the second damping rod 415 to swing downward around the sliding block 413, the end of the first damping rod 414 close to the sliding block 413 pushes the sliding block 413 to slide in the limiting slide 412 to the side away from the first pouring unit 420, when the bottom end of the concrete body 200 reaches the surface of the building foundation slab 500, the bottom end of the concrete body 200 seals the mounting groove, and after the concrete slurry solidifies, the first damping rod 414 and the second damping rod 415 are stretched and contracted when the shear wall shakes, so as to offset the effect of shaking.

[0063] Please refer to Figures 1-7 In some embodiments, the first pouring unit 420 comprises: a top rod 421, the top end of which penetrates the adjusting rod 416 and extends into the vertical connecting sleeve 330; a bottom plate 422, the surface of which is hinged to the bottom end of the top rod 421, and the bottom surface of the bottom plate 422 abuts against the surface of the pre-embedded plate 411; a cylindrical adjusting block 423, which is arranged in the middle section of the top rod 421, wherein the axis of the cylindrical adjusting block 423 is perpendicular to the axis of the top rod 421, the bottom surface of the cylindrical adjusting block 423 abuts against the surface of the adjusting rod 416, and the cylindrical adjusting block 423 slides on the circumferential outer wall of the top rod 421; and a sealing plate 424, the top end of the top rod 421 penetrates the center of the sealing plate 424, the bottom surface of the sealing plate 424 abuts against the surface of the cylindrical adjusting block 423, and the top surface of the sealing plate 424 is used to seal the bottom end of the vertical connecting sleeve 330.

[0064] In the above embodiment, when the top rod 421 extends into the vertical connecting sleeve 330, the bottom end of the vertical connecting sleeve 330 abuts against the bottom plate 422, and the sealing plate 424 seals the bottom end of the vertical connecting sleeve 330, so that when grouting is performed on the vertical connecting sleeve 330 through the grouting pipe 340, the slurry does not seep out from the bottom end of the vertical connecting sleeve 330, and the bottom end of the vertical connecting sleeve 330 pushes the sealing plate 424 and the cylindrical adjusting block 423 to move, thereby achieving the effect of adjusting the position of the first damping rod 414 and the second damping rod 415.

[0065] Please refer to Figures 1-7In some embodiments, the second pouring unit 430 comprises a shell 431 placed on the side of the second damping rod 415 away from the first damping rod 414, and the bottom end of the connecting steel bar 130 is arranged to extend into the shell 431 for pouring concrete slurry.

[0066] In the above embodiment, the shell 431 is used to separate the connecting steel bar 130 and the seismic damping unit 410, and the shell 431 is poured with concrete slurry, and after the concrete slurry solidifies, a concrete connecting block is formed on the side of the seismic damping unit 410, and the connecting steel bar 130 and the building foundation slab 500 or the ground beam are rigidly connected through the concrete connecting block. The end of the second damping rod 415 away from the first damping rod 414 extends into the shell 431, so that the formed concrete connecting block can be connected to the seismic damping unit 410.

[0067] Please refer to Figures 1-7 In some embodiments, the second pouring unit 430 further comprises a plurality of deformed steel bars 432 arranged on the side of the seismic damping unit 410, the bottom end of each deformed steel bar 432 is embedded in the mounting groove, and each deformed steel bar 432 is arranged at the lower part of the connecting steel bar 130; the deformed steel bar 432 is generally V-shaped, the opening 434 end of the V-shaped deformed steel bar 432 is connected to the mounting groove, and the bottom end is arranged upward; a steel bar ring 433 is arranged at the bottom end of the V-shaped deformed steel bar 432; an opening 434 is arranged at the top end of the steel bar ring 433, and the outer wall of the steel bar ring 433 is connected to the bottom end of the deformed steel bar 432.

[0068] In the above embodiment, the deformed steel bar 432 and the steel bar ring 433 cooperate, when the bottom end of the connecting steel bar 130 is hoisted with the shear wall, the connecting steel bar 130 enters the steel bar ring 433 from the opening 434, under the influence of the gravity of the concrete body 200, the connecting steel bar 130 pushes the bottom of the steel bar ring 433, so that the deformed steel bars 432 on both sides of the steel bar ring 433 are bent and compressed, and the deformed steel bars 432 are recessed along the opening 434 to the middle, so that the opening 434 at the top of the steel bar ring 433 is closed, and the connecting steel bar 130 is clamped by the steel bar ring 433, further improving the structural strength.

[0069] Please refer to Figures 1-7 In some embodiments, the second damping rod 415 is provided with a hook 417 at the end close to the second pouring unit 430, the mounting end of the hook 417 is connected to the second damping rod 415, and the other end is arranged on the side of the deformed steel bar 432 through the steel bar ring 433.

[0070] In the above embodiment, the anti-seismic damping unit 410 and the second pouring unit 430 are connected through the hook 417, and the steel ring 433 can be clamped to the connecting steel bars 130 and the hook 417 at the same time, thereby further improving the connection strength of the second pouring unit 430 and the anti-seismic damping unit 410.

[0071] Finally, it should be noted that: the above examples are only used to illustrate the technical solutions of the present application, but not to limit them; although the present application has been described in detail with reference to the foregoing examples, those skilled in the art should understand that: it can still modify the technical solutions recorded in the foregoing examples, or make equivalent replacement for part of the technical features; and these modifications or replacements do not make the essence of the corresponding technical solutions deviate from the spirit and scope of the technical solutions of the embodiments of the present application.

Claims

1. A fabricated composite shear wall, characterized by, The shear wall steel reinforcement framework (100) and the concrete body (200) poured on the outer layer of the shear wall steel reinforcement framework (100); the post-poured pipe (300) pre-buried in the concrete body (200) and arranged at the lower part of the shear wall steel reinforcement framework (100); the connecting part (400) pre-buried on the building foundation pile cap (500) or the ground beam, the connecting part (400) extending into the post-poured pipe (300) and being connected with the post-poured pipe (300) by grouting; the connecting part (400) comprising an anti-seismic damping unit (410) and a first pouring unit (420) and a second pouring unit (430); wherein: one end of the anti-seismic damping unit (410) is connected with the building foundation pile cap (500) or the ground beam, and the other end is connected with the first pouring unit (420), the bottom end of the first pouring unit (420) is connected with the building foundation pile cap (500) or the ground beam, and the other end extends through the anti-seismic damping unit (410) and is connected with the post-poured pipe (300) by grouting; one end of the second pouring unit (430) is pre-buried in the building foundation pile cap (500) or the ground beam, and the other end is connected with the bottom end of the shear wall steel reinforcement framework (100) by grouting. The shear wall steel reinforcement framework (100) comprises: a main steel reinforcement framework (110) and columnar steel reinforcement frameworks (120) arranged on both sides of the main steel reinforcement framework (110); wherein: two columnar steel reinforcement frameworks (120) are connected with the main steel reinforcement framework (110) by binding; a connecting steel reinforcement (130) in a U shape, the opening end of the U-shaped connecting steel reinforcement (130) being connected with the bottom end of the main steel reinforcement framework (110) by binding, and the bottom end being used for grouting connection with the second pouring unit (430); wherein: the bottom end of the U-shaped connecting steel reinforcement (130) extends out of the bottom end of the concrete body (200). The post-poured pipe (300) comprises: a transverse sleeve main body (310) pre-buried in the main steel reinforcement framework (110) at the middle part and pre-buried in the two columnar steel reinforcement frameworks (120) at the two ends; two sets of exhaust pipes (320) arranged at the two ends of the transverse sleeve main body (310); wherein: one end of the exhaust pipe (320) away from the transverse sleeve main body (310) is arranged obliquely upward and extends out of the side wall of the concrete body (200); a plurality of vertical connecting sleeves (330) corresponding to the connecting parts (400) one by one; wherein: the top end of the vertical connecting sleeve (330) is communicated with the transverse sleeve main body (310), and the bottom end is used for connecting the first pouring unit (420) arranged in the vertical connecting sleeve (330); a grouting pipe (340) communicated with the circumferential outer wall of the vertical connecting sleeve (330) through the concrete body (200). The anti-seismic damping unit (410) comprises: a pre-buried plate (411) pre-buried into the shear wall installation slot (600) of the building foundation pile cap (500) or the ground beam; ​ ​ ​ 2. The shear wall of claim 1, wherein, ​ ​ ​ ​ ​ 3. The shear wall of claim 2, wherein, ​ ​ ​ ​ ​ ​ ​ 4. The shear wall of claim 3, wherein, ​ ​ A limiting slide (412) is arranged on the surface of the embedded plate (411); wherein: The first pouring unit (420) is arranged on the surface of the embedded plate (411) and is spaced from the limiting slide (412), and the limiting slide (412) is closed at both ends; A sliding block (413) is slidingly arranged in the limiting slide (412); A first damping rod (414) is hingedly connected to the sliding block (413) at one end and is arranged close to the first pouring unit (420) at the other end; A second damping rod (415) is connected to the second pouring unit (430) at one end and is arranged close to the first pouring unit (420) at the other end; An adjusting rod (416) is connected to the first damping rod (414) and the second damping rod (415) at both ends, the first pouring unit (420) penetrates the middle region of the adjusting rod (416), and the upper part of the adjusting rod (416) abuts against the bottom end of the post-cast pipe (300).

5. The shear wall of claim 4, wherein, The first pouring unit (420) comprises: A jacking rod (421) penetrates the adjusting rod (416) at the top end and extends into the vertical connecting sleeve (330); A bottom plate (422) is hingedly connected to the bottom end of the jacking rod (421) on the surface, and the bottom surface of the bottom plate (422) abuts against the surface of the embedded plate (411); A cylindrical adjusting block (423) is arranged in the middle section of the jacking rod (421), wherein: The axis of the cylindrical adjusting block (423) is perpendicular to the axis of the jacking rod (421), the bottom surface of the cylindrical adjusting block (423) abuts against the surface of the adjusting rod (416), and the cylindrical adjusting block (423) slides on the circumferential outer wall of the jacking rod (421); An enclosing plate (424) is arranged with the jacking rod (421) penetrating the center of the enclosing plate (424) at the top end, the bottom surface of the enclosing plate (424) abuts against the surface of the cylindrical adjusting block (423), and the top surface is used to close the bottom end of the vertical connecting sleeve (330).

6. The shear wall of claim 4, wherein, The second pouring unit (430) comprises: A shell (431) is arranged on the side of the second damping rod (415) away from the first damping rod (414); The bottom end of the connecting steel bar (130) extends into the shell (431) and is arranged therein, and the shell (431) is used for pouring concrete slurry.

7. The shear wall of claim 4, wherein, The second pouring unit (430) further comprises: A plurality of deformed steel bars (432) are arranged on one side of the anti-seismic damping unit (410), the bottom ends of the deformed steel bars (432) are embedded in the mounting groove (600), and the deformed steel bars (432) are arranged in the lower part of the connecting steel bar (130) in a spaced manner; The deformed steel bars (432) are generally V-shaped, the opening (434) end of the V-shaped deformed steel bars (432) is connected to the mounting groove (600), and the bottom end is arranged upward; A steel bar ring (433) is arranged at the bottom end of the V-shaped deformed steel bar (432). An opening (434) is arranged at the top end of the reinforcing ring (433), and the outer wall of the reinforcing ring (433) is connected with the bottom end of the shape-changing reinforcing bar (432).

8. The shear wall of claim 7, wherein, The second damping rod (415) is provided with a hook (417) at one end close to the second pouring unit (430), the mounting end of the hook (417) is connected with the second damping rod (415), and the other end is arranged on one side of the shape-changing reinforcing bar (432) through the reinforcing ring (433).

Images