Prefabricated reinforced concrete shear wall

Abstract

The invention discloses a prefabricated reinforced concrete shear wall, and relates to the technical field of constructional engineering, the prefabricated reinforced concrete shear wall comprises a shear wall body, a sleeve main body, a wallboard, a steel bar main body and a pouring hole, the bottom of the sleeve main body is provided with a grouting cavity, and the center of the interior of the grouting cavity is provided with a moving disc. According to the prefabricated reinforced concrete shear wall, in the assembly process of the shear wall body, air in the vent groove is extruded through ascending of the movable disc, so that the positioning clamping rings move synchronously and are attached to the steel bars, the assembly precision and stability are improved, and the installation accuracy is ensured. During grouting and pouring, slurry fills and extrudes the supporting blocks, connection between the movable disc and the movable plate is relieved, the second through holes are formed, clamping of the steel bars by the positioning clamping rings is automatically relieved, stress concentration is avoided, and the structural safety is improved. And meanwhile, the movable plate moves downwards to touch the trigger block, and under the cooperation of the connecting plate and the spring, the connecting plate continuously vibrates to remove bubbles after pouring is completed, so that the bubble amount of slurry is reduced, and the structural compactness and durability of the shear wall are enhanced.

Description

Technical Field

[0001] The invention relates to the technical field of construction engineering, in particular to a prefabricated reinforced concrete shear wall. Background Art

[0002] Shear wall, also known as wind-resistant wall, earthquake-resistant wall or structural wall, is a wall in a house or structure that mainly bears horizontal loads and vertical loads (gravity) caused by wind loads or earthquakes to prevent structural shear (shear) damage. Prefabricated shear wall is a main building structure that is predetermined and assembled on site. It is mass-produced in the factory and then transported to the construction site for assembly. The shear wall is prefabricated or semi-prefabricated, and then spliced ​​with the wall panels on site, with a small amount of pouring to realize the construction of the entire building, which speeds up the construction of the building and meets the trend of modern commercialization. In order to produce the steel sleeves of the prefabricated shear wall and accurately insert them into the steel bars of the wall panel, it is usually necessary to position the steel sleeves reserved for the shear wall during the production process of the prefabricated shear wall.

[0003] At present, shear wall components generally need to be hoisted to the installation position after being transported to the construction site, and partially cast and connected with other components or reserved steel bars of the floor slab. During the hoisting process, in order to make the sleeve in the component accurately align with the reserved steel bars, several workers are usually required to hold the shear wall when it is about to reach the installation position, and adjust the shear wall in a suspended state from multiple angles to accurately position it. Then the crane puts the shear wall in place. In this process, the shear wall is prone to shaking due to the large number of people holding it and the uncoordinated force or the wrong angle, making it difficult to quickly position and connect the shear wall with the base steel bars, which in turn affects the assembly efficiency of the shear wall. In addition, the suspended components are heavy, and long-term installation poses a relatively large risk to operators. Summary of the invention

[0004] The object of the present invention is to provide a prefabricated reinforced concrete shear wall to solve the problems raised in the above background technology.

[0005] To achieve the above-mentioned purpose, the present invention provides the following technical solutions: a prefabricated reinforced concrete shear wall, comprising a shear wall body, a sleeve body, a wall panel, a steel bar body, and a casting hole, wherein a grouting cavity is provided at the bottom of the sleeve body, and a movable plate is provided at the inner center of the grouting cavity, a connecting block is symmetrically fixedly connected to the outer wall of the movable plate, and a movable groove is provided through the top of the connecting block, and a sliding shell is symmetrically fixedly connected to the inner wall of the grouting cavity corresponding to the connecting block; The inner wall of the sliding shell is provided with a positioning clamping component, so as to keep the steel bar body clamped and positioned when the shear wall is assembled, thereby reducing the structural hidden dangers caused by the improper position of the steel bar body; The inner wall of the movable groove is provided with a disengagement component, so that when the slurry is poured on the sleeve body, the positioning clamping of the steel bar body can be released by squeezing the slurry, so as to avoid the generation of stress concentration points on the steel bar after pouring and forming; The two side walls of the sliding shell are provided with vibration defoaming components, so that after the grouting cavity is poured with slurry, vibration defoaming can be performed from inside the poured slurry, which helps to reduce the amount of bubbles inside the slurry.

[0006] Preferably, the positioning clamping component includes a sliding strip, and the two side walls of the sliding strip are fitted and slidably fitted with the two side inner walls of the sliding shell, the top of the sliding shell is fixedly connected to a fixed plate, the top inner wall of the sleeve body is provided with a sliding groove 1 corresponding to the sliding strip, and the top of the sliding strip passes through the interior of the fixed plate and is fitted and slidably connected to the inner wall of the sliding groove 1, the inner wall of the sliding shell is fitted and slidably connected with a movable plate, and the upper surface of the movable plate is fixedly connected to the bottom of the sliding strip, the lower surface of the fixed plate is fixedly connected with a spring 1, and the other end of the spring 1 is fixedly connected to the upper surface of the movable plate, the inner wall of the grouting cavity is symmetrically provided with ventilation grooves, and a through hole 1 is provided through the side wall of the two sliding shells away from each other corresponding to the ventilation groove, and the inner wall of the through hole 1 is connected to the inner wall of the ventilation groove.

[0007] Preferably, the inner wall of the grouting cavity is symmetrically provided with limiting grooves, and the inner wall of the limiting groove is slidably connected with a support column, the ends of the two support columns that are close to each other are fixedly connected with a positioning clamp ring, the ends of the two support columns that are far away from each other are fixedly connected with a spring 2, and the other end of the spring 2 is fixedly connected to the inner wall of the limiting groove, and the inner wall of the limiting groove is connected to the inner wall of the ventilation groove.

[0008] Preferably, a through hole 2 is formed through the bottom of the movable plate, and a blocking column is provided at the bottom of the movable plate corresponding to the through hole 2, a sliding column is symmetrically fixedly connected to the top of the blocking column, a sliding groove 2 is formed at the bottom of the movable plate corresponding to the sliding column, and the outer wall of the sliding column slides in contact with the inner wall of the sliding groove 2.

[0009] Preferably, the top of the sliding column is fixedly connected with spring three, and the other end of spring three is fixedly connected to the inner wall of sliding groove two, the blocking column forms a telescopic structure through the sliding column and spring three, and the top of the blocking column is squeezed and set on the bottom of the movable plate by spring three, the top of the blocking column is truncated cone-shaped, and an installation groove is opened through the top of the movable plate corresponding to the movable groove.

[0010] Preferably, the in-place disengagement component includes a sleeve shell, and the outer wall of the sleeve shell is fixedly connected to the inner wall of the mounting groove, the top of the sleeve shell passes through the inner wall of the movable groove, and a cavity is opened at the top of the sleeve shell, the inner wall of the cavity is slidably connected with a support block, the outer walls on both sides of the top of the sleeve shell are penetrated by a through groove one, and the inner wall of the through groove one is slidably connected with a card block, one side wall of the two card blocks away from each other is inclined, and one side wall of the two card blocks away from each other is in contact with the inner wall edge of the movable groove, the top of the support block is inclined, and a spring four is fixedly connected to the bottom of the support block, and the other end of the spring four is fixedly connected to the inner wall of the cavity.

[0011] Preferably, a through slot 2 is penetrated through an outer wall of one side of the casing, and a top plate is slidably connected to the inner wall of the through slot 2, and one end of the top plate facing the support block is in an inclined shape.

[0012] Preferably, the vibrating defoaming component includes a connecting plate, and a trigger block is fixedly connected to one side wall of two connecting plates that are close to each other at an equal distance, and through grooves three are penetrated through the outer walls of both sides of the sliding shell corresponding to the trigger blocks, and the outer wall of the trigger block slides in contact with the inner wall of the through groove three, and the end portions of the two trigger blocks at the same level that are close to each other are in the shape of an inclined surface.

[0013] Preferably, a spring five is fixedly connected to one side wall of the two connecting plates that are close to each other, and the other end of the spring five is fixedly connected to the outer walls of both sides of the sliding shell.

[0014] Compared with the prior art, the present invention has the following beneficial effects: 1. When assembling the shear wall, when the steel bar is inserted into the sleeve body, the movable plate can be driven up to squeeze and push the air in the ventilation groove, so that the two positioning clamps can move synchronously and fit and squeeze the surface of the steel bar, which is beneficial to ensure the installation accuracy of the shear wall, improve the accuracy and stability of the shear wall assembly, and reduce the structural risks caused by improper position of the steel bar. At the same time, the blocking column and the through hole 2 can be used to automatically deflate the air, so that the positioning clamp can maintain an appropriate clamping force, ensuring that the positioning clamp clamps the steel bar with a constant force, thereby improving the accuracy and stability of the assembly.

[0015] 2. When assembling the shear wall, when the alignment is completed and grouting is ready, the support block can be contracted by filling and squeezing the slurry, thereby releasing the connection between the movable disk and the movable plate, and opening the second through hole, so that the two positioning clamps can automatically release the clamping and positioning of the steel bars, avoiding the contact surface of the positioning clamps on the steel bars after casting and forming, thereby increasing the risk of steel bars breaking when encountering wind loads, thereby helping to improve the overall structural safety of the shear wall.

[0016] 3. When assembling the shear wall, when the movable disk and the movable plate are disconnected, the plurality of trigger blocks can be contacted and squeezed by the movable plate that moves downward, so that the connecting plate can vibrate continuously after pouring with the cooperation of the connecting plate and the spring five, so as to vibrate and remove bubbles from the inside of the pouring slurry, which helps to reduce the amount of bubbles in the slurry, and further helps to improve the structural density and durability of the shear wall. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] Figure 1 It is a schematic diagram of the overall structure of the present invention; Figure 2 It is a schematic diagram of the structure inside the shear wall of the present invention; Figure 3 It is a schematic diagram of the structure inside the sleeve body of the present invention; Figure 4 It is a structural schematic diagram of the first part of the positioning and clamping component of the present invention; Figure 5 It is a structural schematic diagram of the second part of the positioning and clamping component of the present invention; Figure 6 It is a structural schematic diagram of the third part of the positioning and clamping component of the present invention; Figure 7 It is a structural schematic diagram of the in-place disengagement component of the present invention; Figure 8 It is a schematic structural diagram of the vibration defoaming component of the present invention.

[0018] In the figure: 1, shear wall; 2, sleeve body; 3, grouting cavity; 4, moving plate; 5, connecting block; 6, movable groove; 7, sliding shell; 11, sliding groove 1; 12, wall panel; 13, steel bar body; 14, casting hole; 8, positioning clamping component; 801, sliding bar; 802, fixed plate; 803, moving plate; 804, spring 1; 805, through hole 1; 806, ventilation groove; 807, limit groove; 808, spring 2; 809, support column; 810, positioning clamp ring ;811, through hole two;812, blocking column;813, sliding column;814, slide groove two;815, spring three;816, mounting groove;9, in-place disengagement component;901, casing;902, cavity;903, support block;904, through groove one;905, clamping block;906, spring four;907, through groove two;908, top plate;10, vibration defoaming component;1001, connecting plate;1002, trigger block;1003, through groove three;1004, spring five. DETAILED DESCRIPTION

[0019] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0020] For example, see Figure 1-8 The present invention provides a prefabricated reinforced concrete shear wall, including a shear wall body 1, a sleeve body 2, a wall panel 12, a steel body 13, and a casting hole 14. A grouting cavity 3 is provided at the bottom of the sleeve body 2, and a movable plate 4 is provided at the inner center of the grouting cavity 3. The outer wall of the movable plate 4 is symmetrically fixedly connected with a connecting block 5, and a movable groove 6 is penetrated through the top of the connecting block 5. A sliding shell 7 is symmetrically fixedly connected with the inner wall of the grouting cavity 3 corresponding to the connecting block 5, and a positioning clamping component 8 is provided on the inner wall of the sliding shell 7.

[0021] Further, the positioning and clamping component 8 includes a slide bar 801, and the two side walls of the slide bar 801 are fitted and slid with the two side inner walls of the slide shell 7, the top of the slide shell 7 is fixedly connected with a fixed plate 802, the top inner wall of the sleeve body 2 is provided with a slide groove 11 corresponding to the slide bar 801, and the top of the slide bar 801 passes through the inside of the fixed plate 802 and is fitted and slidably connected to the inner wall of the slide groove 11, the inner wall of the slide shell 7 is fitted and slidably connected with a movable plate 803, and the upper surface of the movable plate 803 is fixedly connected to the bottom of the slide bar 801, the lower surface of the fixed plate 802 is fixedly connected with a spring 804, and the other end of the spring 804 is fixedly connected to the upper surface of the movable plate 803, the inner wall of the grouting cavity 3 is symmetrically provided with ventilation grooves 806, and a through hole 805 is provided through the side wall of the two slide shells 7 that are away from each other corresponding to the ventilation groove 806, and the inner wall of the through hole 805 is connected to the inner wall of the ventilation groove 806. In this embodiment, when assembling the shear wall 1, the shear wall 1 is firstly lifted by a crane and suspended above the wallboard 12, so that the sleeve body 2 and the steel bar body 13 are initially aligned, and then the shear wall 1 is lowered so that the steel bar body 13 can be inserted into the sleeve body 2, and then a movable plate 4 is arranged through the inner center of the grouting cavity 3, and the outer wall of the movable plate 4 is symmetrically fixedly connected with a connecting block 5, at this time, the connecting block 5 will be connected to the movable plate 803 through the in-place disengagement component 9, so that the movable plate 4 can be lifted up by the relative movement and rise of the steel bar body 13, and then the movable plate 803 can be driven to move upward by the movable plate 4; At this time, the two side walls of the slide bar 801 are fitted and slid with the two side inner walls of the slide shell 7, and the top of the slide shell 7 is fixedly connected with a fixed plate 802, and the top inner wall of the sleeve body 2 is provided with a slide groove 11 corresponding to the slide bar 801, and the top of the slide bar 801 passes through the inside of the fixed plate 802 and is fitted and slidably connected to the inner wall of the slide groove 11, and the inner wall of the slide shell 7 is fitted and slidably connected with a movable plate 803, and the upper surface of the movable plate 803 is fixedly connected with the bottom of the slide bar 801. Thus, a sealed space can be formed by the slide bar 801, the slide shell 7, the fixed plate 802 and the movable plate 803. When the movable plate 803 moves upward, the air in the sealed space can be squeezed and pushed. At this time, ventilation grooves 806 are symmetrically opened through the inner wall of the grouting cavity 3, and a through hole 805 is opened through the side wall of the two slide shells 7 away from each other corresponding to the ventilation groove 806, and the inner wall of the through hole 805 is connected with the inner wall of the ventilation groove 806, so that the sealed space is ventilated. The through hole 1 805 is connected with the ventilation groove 806 to form a whole, and then the limiting groove 807 is symmetrically opened through the inner wall of the grouting cavity 3, and the inner wall of the limiting groove 807 is fitted and slidably connected with a support column 809, and the end of the two support columns 809 that are close to each other is fixedly connected with a positioning clamp ring 810, and at the same time, the end of the two support columns 809 that are far away from each other is fixedly connected with a spring 2 808, and the other end of the spring 2 808 is fixedly connected to the inner wall of the limiting groove 807, and the inner wall of the limiting groove 807 is connected with the inner wall of the ventilation groove 806, so that under normal circumstances, the spring 2 808 pulls the support column 809, so that the two positioning clamp rings 810 are in a contracted state, and when the movable plate 803 moves upward, the pushed air will be used to squeeze the support column 809, so that the two positioning clamp rings 810 can move synchronously and fit and squeeze with the surface of the steel bar, ensuring that the steel bar body 13 is located at the inner center position of the sleeve body 2 for positioning and installation; Then, in order to avoid excessive positioning force during the installation process, a through hole 2 811 is opened through the bottom of the movable plate 803, and a blocking column 812 is provided at the bottom of the movable plate 803 corresponding to the through hole 2 811, and the top of the blocking column 812 is symmetrically fixedly connected with a sliding column 813, and at the same time, a sliding groove 2 814 is opened at the bottom of the movable plate 803 corresponding to the sliding column 813, and the outer wall of the sliding column 813 slides in contact with the inner wall of the sliding groove 2 814, and the top of the sliding column 813 is fixedly connected with a spring 3 815, and the other end of the spring 3 815 is fixedly connected to the inner wall of the sliding groove 2 814, and the blocking column 812 forms a telescopic structure through the sliding column 813 and the spring 3 815, and the top of the blocking column 812 is fixedly connected with the spring 3 815 is extruded and arranged at the bottom of the movable plate 803, so that under normal circumstances, the blocking column 812 blocks the through hole 2 811 through the elastic force of the spring 3 815 to maintain the sealed space. When the positioning and clamping force of the two positioning clamp rings 810 on the steel bar body 13 reaches a certain degree, that is, when the pressure in the sealed space reaches a certain height, at this time, as the movable plate 803 moves and compresses, the elastic force of the spring 3 815 is greater than the pulling force, so that the blocking column 812 is pushed away by the air, so that the pressure in the sealed space is appropriately reduced, and then the air can be automatically deflated, so that the positioning clamp ring 810 can maintain a suitable clamping force, ensuring that the positioning clamp ring 810 clamps the steel bar with a constant force, thereby improving the assembly accuracy and stability; As described above, when the shear wall 1 is assembled, when the steel bar is inserted into the sleeve body 2, the movable plate 4 can be driven up to squeeze and push the air in the ventilation groove 806, so that the two positioning clamps 810 can move synchronously and fit and squeeze the surface of the steel bar, which is beneficial to ensure the installation accuracy of the shear wall, improve the assembly accuracy and stability of the shear wall 1, and reduce structural risks caused by improper position of the steel bar. At the same time, the sealing column 812 can cooperate with the second through hole 811 to automatically deflate the air, so that the positioning clamp 810 can maintain a suitable clamping force, ensuring that the positioning clamp 810 clamps the steel bar with a constant force, thereby improving the assembly accuracy and stability.

[0022] Embodiment 2: Based on the above embodiment, the inner wall of the movable groove 6 is provided with an in-position disengagement component 9 .

[0023] Further, the in-place disengagement component 9 includes a sleeve 901, and the outer wall of the sleeve 901 is fixedly connected to the inner wall of the installation groove 816, the top of the sleeve 901 passes through the inner wall of the movable groove 6, and a cavity 902 is opened at the top of the sleeve 901, and the inner wall of the cavity 902 is slidably connected with a support block 903, and the outer walls of the top two sides of the sleeve 901 are penetrated by a through groove 1 904, and the inner wall of the through groove 1 904 is slidably connected with a clamping block 905, and the side wall of the two clamping blocks 905 away from each other is inclined, and the side wall of the two clamping blocks 905 away from each other is in contact with the inner wall edge of the movable groove 6, the top of the support block 903 is inclined, and the bottom of the support block 903 is fixedly connected with a spring 906, and the other end of the spring 906 is fixedly connected to the inner wall of the cavity 902; In this embodiment, after the steel bar body 13 is installed in place, the next step of pouring can be carried out. The slurry is transported to the inside of the grouting cavity 3 through the pouring hole 14 opened on the surface of the shear wall 1 and connected to the grouting cavity 3. When the slurry is fully transported, the slurry will flow out from another pouring hole 14. Then, the outer wall of the casing 901 is fixedly connected to the inner wall of the mounting groove 816, and the top of the casing 901 passes through the inner wall of the movable groove 6, and a cavity 902 is opened at the top of the casing 901, and the inner wall of the cavity 902 is slidably connected with a support block 903, and the outer walls on both sides of the top of the casing 901 are penetrated with a through groove 1 904, and the inner wall of the through groove 1 904 is slidably connected with a block 905, and the side wall of the two blocks 905 away from each other is inclined, and the two blocks 905 away from each other are inclined. One side wall is in contact with the inner wall edge of the movable groove 6, so that under normal conditions, when the movable plate 4 rises, it will synchronously drive the two connecting blocks 5 to rise, so that the inclined surfaces of the two card blocks 905 will be squeezed through the movable groove 6, so that the two card blocks 905 are close to each other, but at this time, the side wall of the two card blocks 905 that are close to each other is in contact with the two side walls of the support block 903, so that they cannot move, so that when the connecting block 5 rises, the two card blocks 905 can drive the movable plate 803 to rise synchronously; When the slurry is fully filled in the grouting cavity 3, the slurry will squeeze and fill the surrounding parts in the grouting cavity 3. At this time, a spring four 906 is fixedly connected to the bottom of the support block 903, and the other end of the spring four 906 is fixedly connected to the inner wall of the cavity 902. Therefore, under normal circumstances, the spring four 906 supports the current position of the support block 903. When the slurry squeezes the surrounding parts, the support block 903 can be pressed into the shell 901, so that the side wall of the two blocks 905 that are close to each other contacts with the inclined surface of the top of the support block 903, that is, the blocks 905 can approach each other at this time. At this time, the movable plate 803 is at the highest point, so that the return elastic force of the spring one 804 can be used to drive the shell 901 to detach from the movable groove 6. At this time, the top of the blocking column 812 is truncated cone-shaped, and one side of the shell 901 is A through slot 907 is formed through the wall, and the inner wall of the through slot 907 is slidably connected with a top plate 908. At the same time, one end of the top plate 908 facing the support block 903 is inclined. When the support block 903 contracts, the top plate 908 is pressed by the inclined surface, so that the top plate 908 presses the blocking column 812. The outer wall inclined surface of the blocking column 812 is used to make the top plate 908 fit into the position between the blocking column 812 and the movable plate 803, that is, the through hole 811 is kept in an open state, and the sealed space is no longer maintained. At this time, the two positioning clamps 810 can be driven back to their original positions by the reset elastic force of the spring 808, and the surface of the steel bar body 13 is no longer clamped and positioned, thereby avoiding the contact surface of the positioning clamp 810 generating a stress concentration point on the steel bar after casting, which increases the risk of steel bar breakage when encountering wind loads. As described above, when the shear wall 1 is assembled, when the alignment is completed and grouting is ready, the support block 903 can be contracted by filling and squeezing the slurry, thereby releasing the connection between the movable disk 4 and the movable plate 803, and opening the second through hole 811, so that the two positioning clamps 810 can automatically release the clamping and positioning of the steel bars, avoiding the contact surface of the positioning clamps 810 to generate stress concentration points on the steel bars after casting, increasing the risk of steel bar breakage when encountering wind loads, thereby helping to improve the overall structural safety of the shear wall 1.

[0024] Embodiment 3: Based on the above embodiment, two side walls of the sliding shell 7 are provided with vibration defoaming components 10 .

[0025] Furthermore, the vibration defoaming component 10 includes a connecting plate 1001, and a trigger block 1002 is fixedly connected to one side wall of two connecting plates 1001 at an equal distance, and a through groove 3 1003 is penetrated and opened on the outer wall of both sides of the sliding shell 7 corresponding to the trigger block 1002, and the outer wall of the trigger block 1002 is fitted and slid with the inner wall of the through groove 3 1003, and the end portions of the two trigger blocks 1002 at the same level that are close to each other are inclined; In this embodiment, after the sleeve shell 901 is driven to disengage from the movable groove 6 by the restoring elastic force of the spring 1 804, the spring 1 804 will drive the movable plate 803 to return to its original position, and the trigger block 1002 is fixedly connected to the side wall of the two connecting plates 1001 at an equal distance, and the outer walls of the two sides of the sliding shell 7 are penetrated by the trigger block 1002, and the outer wall of the trigger block 1002 is fitted and slid with the inner wall of the through groove 1003, and the end portions of the two trigger blocks 1002 at the same level are close to each other and are inclined, so that the movable plate 803 When moving downward, the multiple trigger blocks 1002 will be squeezed, and the two connecting plates 1001 will be moved away from each other by the inclined surface. At this time, a spring 5 1004 is fixedly connected to the side wall where the two connecting plates 1001 are close to each other, and the other end of the spring 5 1004 is fixedly connected to the outer walls of both sides of the sliding shell 7, so that the elastic force of the spring 5 1004 can drive the connecting plates 1001 to approach each other again, so that the connecting plates 1001 can vibrate continuously after the pouring is completed, so as to vibrate and remove bubbles from the inside of the pouring slurry, which helps to reduce the amount of bubbles inside the slurry.

[0026] As described above, when the shear wall 1 is assembled, when the movable disk 4 and the movable plate 803 are disconnected, the plurality of trigger blocks 1002 can be contacted and squeezed by the movable plate 803 that moves downward, so that the connecting plate 1001, in cooperation with the spring 1004, can be continuously vibrated after the pouring is completed, so as to vibrate and remove bubbles from the inside of the pouring slurry, which helps to reduce the amount of bubbles in the slurry, and further helps to improve the structural density and durability of the shear wall 1.

[0027] Working principle: When assembling the shear wall 1, first use a crane to lift the shear wall 1 and suspend it above the wall panel 12, so that the sleeve body 2 and the steel bar body 13 are initially aligned, and then lower the shear wall 1 so that the steel bar body 13 can be inserted into the sleeve body 2. At this time, the connecting block 5 will be connected to the movable plate 803 through the in-place disengagement component 9, so that the movable plate 4 can be lifted up by the relative movement of the steel bar body 13, and then the movable plate 803 can be driven to move upward by the movable plate 4.

[0028] Then, when the movable plate 803 moves upward, the air in the sealed space can be squeezed and pushed, so that the pushed air squeezes the support column 809, so that the two positioning clamps 810 can move synchronously and fit and squeeze the surface of the steel bar, ensuring that the steel bar body 13 is located at the internal center position of the sleeve body 2 for positioning and installation.

[0029] Then, under normal circumstances, the blocking column 812 blocks the through hole 2 811 through the elastic force of spring three 815 to maintain a sealed space. When the positioning and clamping force of the two positioning clamps 810 on the steel bar body 13 reaches a certain level, that is, when the pressure in the sealed space reaches a certain height, as the movable plate 803 moves and compresses, the elastic force will be greater than the pulling force of spring three 815, so that the blocking column 812 is pushed open by the air, so that the pressure in the sealed space is appropriately reduced, and then it can automatically deflate, so that the positioning clamp 810 can maintain an appropriate clamping force, ensuring that the positioning clamp 810 clamps the steel bar with a constant force.

[0030] Then, when the grouting cavity 3 is fully filled with the slurry, the slurry will squeeze and fill the surrounding parts in the grouting cavity 3, thereby pressing the support block 903 into the casing 901, so that the side wall of the two clamping blocks 905 close to each other contacts the inclined surface at the top of the support block 903, that is, the clamping blocks 905 can be close to each other at this time, and the movable plate 803 is at the highest point, so that the reset elastic force of the spring 1 804 can be used to drive the casing 901 to detach from the movable groove 6. When the support block 903 contracts, it will contact the top plate 901 through the inclined surface. 8 is extruded so that the top plate 908 squeezes the blocking column 812, and the outer wall slope of the blocking column 812 is used to make the top plate 908 be stuck in the position between the blocking column 812 and the movable plate 803, that is, the through hole 811 is kept in an open state, and the sealed space is no longer maintained. At this time, the two positioning clamps 810 can be driven back to their original positions by the reset elastic force of the spring 808, and the surface of the steel bar body 13 is no longer clamped and positioned, thereby avoiding the contact surface of the positioning clamp 810 to generate stress concentration points on the steel bar after casting.

[0031] Then, after the sleeve shell 901 is driven to disengage from the movable groove 6 by the restoring elastic force of spring 1 804, the spring 1 804 will drive the movable plate 803 back to its original position. When the movable plate 803 moves downward, the multiple trigger blocks 1002 will be squeezed, and the two connecting plates 1001 will be moved away from each other by the inclined surface, so that the connecting plates 1001 can be driven to move closer to each other by the elastic force of spring 5 1004, so that the connecting plates 1001 can vibrate continuously after the pouring is completed, so as to vibrate and remove bubbles from the inside of the pouring slurry, which helps to reduce the amount of bubbles inside the slurry.

[0032] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A prefabricated reinforced concrete shear wall, comprising a shear wall body (1), a sleeve body (2), a wall panel (12), a steel bar body (13), and a casting hole (14), characterized in that: A grouting cavity (3) is provided at the bottom of the sleeve body (2), and a movable plate (4) is provided at the inner center of the grouting cavity (3); a connecting block (5) is symmetrically fixedly connected to the outer wall of the movable plate (4), and a movable groove (6) is provided through the top of the connecting block (5); and a sliding shell (7) is symmetrically fixedly connected to the inner wall of the grouting cavity (3) corresponding to the connecting block (5); The inner wall of the sliding shell (7) is provided with a positioning clamping component (8) so as to keep the steel bar body (13) clamped and positioned when the shear wall (1) is assembled; The inner wall of the movable groove (6) is provided with a disengagement component (9) so as to release the positioning clamping of the steel bar body (13) by squeezing the slurry when pouring the slurry on the sleeve body (2); Vibration defoaming components (10) are provided on both side walls of the sliding shell (7) so as to vibrate and remove bubbles from inside the poured slurry after the slurry is poured into the grouting cavity (3).

2. The prefabricated reinforced concrete shear wall according to claim 1, characterized in that: The positioning clamping component (8) comprises a slide bar (801), and the two side walls of the slide bar (801) slide in contact with the two side inner walls of the slide shell (7), and the top of the slide shell (7) is fixedly connected with a fixing plate (802).

3. The prefabricated reinforced concrete shear wall according to claim 2, characterized in that: The top inner wall of the sleeve body (2) is provided with a slide groove (11) corresponding to the slide bar (801), and the top of the slide bar (801) passes through the interior of the fixed plate (802) and is slidably connected to the inner wall of the slide groove (11). The inner wall of the sliding shell (7) is slidably connected to a movable plate (803), and the upper surface of the movable plate (803) is fixedly connected to the bottom of the slide bar (801). The lower surface of the fixed plate (802) is fixedly connected to a spring (804), and the other end of the spring (804) is fixedly connected to the upper surface of the movable plate (803). The grouting cavity (3) The inner wall of the two sliding shells (7) is symmetrically provided with ventilation grooves (806), and a through hole (805) is provided through the side wall corresponding to the ventilation groove (806), and the inner wall of the through hole (805) is connected to the inner wall of the ventilation groove (806); the inner wall of the grouting cavity (3) is symmetrically provided with limiting grooves (807), and the inner wall of the limiting groove (807) is slidably connected with a support column (809), and the end portions of the two support columns (809) that are close to each other are fixedly connected with a positioning clamp ring (810), and the end portions of the two support columns (809) that are far away from each other are fixedly connected with a spring second ( 808), and the other end of the second spring (808) is fixedly connected to the inner wall of the limiting groove (807), and the inner wall of the limiting groove (807) is communicated with the inner wall of the ventilation groove (806); the bottom of the movable plate (803) is provided with a second through hole (811), and the bottom of the movable plate (803) is provided with a blocking column (812) corresponding to the second through hole (811), and the top of the blocking column (812) is symmetrically fixedly connected with a sliding column (813), and the bottom of the movable plate (803) is provided with a second sliding groove (814) corresponding to the sliding column (813), and the outer wall of the sliding column (813) is connected to the inner wall of the ventilation groove (806). The inner walls of the second slide groove (814) fit and slide together; the top of the sliding column (813) is fixedly connected to the spring three (815), and the other end of the spring three (815) is fixedly connected to the inner wall of the second slide groove (814); the blocking column (812) forms a telescopic structure with the spring three (815) through the sliding column (813), and the top of the blocking column (812) is squeezed and set on the bottom of the movable plate (803) through the spring three (815); the top of the blocking column (812) is truncated cone-shaped, and the top of the movable plate (803) corresponds to the movable groove (6) and is provided with an installation groove (816).

4. The prefabricated reinforced concrete shear wall according to claim 3, characterized in that: The in-place disengagement component (9) comprises a sleeve (901), wherein the outer wall of the sleeve (901) is fixedly connected to the inner wall of the mounting groove (816), the top of the sleeve (901) passes through the inner wall of the movable groove (6), and a cavity (902) is formed at the top of the sleeve (901).

5. The prefabricated reinforced concrete shear wall according to claim 4, characterized in that: The inner wall of the cavity (902) is slidably connected to a support block (903), the outer walls on both sides of the top of the casing (901) are penetrated by a through slot (904), and the inner wall of the through slot (904) is slidably connected to a clamping block (905), and the side wall of the two clamping blocks (905) that are separated from each other is in an inclined shape, and the side wall of the two clamping blocks (905) that are separated from each other is in contact with the inner wall edge of the movable groove (6).

6. The prefabricated reinforced concrete shear wall according to claim 5, characterized in that: The top of the support block (903) is in the shape of an inclined surface, and the bottom of the support block (903) is fixedly connected to a spring four (906), and the other end of the spring four (906) is fixedly connected to the inner wall of the cavity (902).

7. The prefabricated reinforced concrete shear wall according to claim 6, characterized in that: A second through slot (907) is formed through an outer wall of one side of the sleeve (901), and a top plate (908) is slidably connected to the inner wall of the second through slot (907), wherein one end of the top plate (908) facing the support block (903) is in an inclined shape.

8. The prefabricated reinforced concrete shear wall according to claim 7, characterized in that: The vibration defoaming component (10) comprises a connecting plate (1001), and a trigger block (1002) is fixedly connected to the adjacent side walls of the two connecting plates (1001) at an equal distance, and through grooves (1003) are formed through the outer walls of the two sides of the sliding shell (7) corresponding to the trigger blocks (1002), and the outer wall of the trigger block (1002) is fitted and slid with the inner wall of the through groove (1003), and the adjacent end portions of the two trigger blocks (1002) at the same level are in an inclined shape.

9. The prefabricated reinforced concrete shear wall according to claim 8, characterized in that: A spring five (1004) is fixedly connected to one side wall of the two connecting plates (1001) that are close to each other, and the other end of the spring five (1004) is fixedly connected to the outer walls of both sides of the sliding shell (7).

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