A construction device and construction method for installing cast-in-place beams and composite slabs.

Abstract

This invention discloses a construction device and method for installing cast-in-place beams and composite slabs, including composite slabs, connectors, sealing components, frame reinforcement, locking components, and lifting components. Multiple extended reinforcing bars are horizontally arranged on the side end face of the composite slab near the cast-in-place beam. Two composite slabs are respectively arranged on both sides of the cast-in-place beam, and two connectors are vertically arranged between the two composite slabs. Each connector is inserted through and connected to multiple extended reinforcing bars on the adjacent composite slab. This invention overcomes the problem of existing methods where, after the beam reinforcement is tied, the extended reinforcing bars of the composite slab are bent upwards. After the composite slab is correctly placed, a pry bar is used to lift the cast-in-place beam, and then the extended reinforcing bars are bent flat again and anchored into the cast-in-place beam. Throughout this process, the extended reinforcing bars are bent multiple times, which easily leads to breakage, posing a potential risk to construction quality and structural safety.

Description

Technical Field

[0001] This invention relates to the field of building construction technology, and in particular to a construction device and method for installing cast-in-place beams and composite slabs. Background Technology

[0002] In my country, precast concrete structural systems are widely used for residential buildings. Precast housing assembly construction technology embodies the characteristics and advantages of controllable cost, guaranteed quality, economy, and safety, and meets the national requirements for energy conservation, low carbon, and economical development. Currently, it is rapidly developing due to its significant advantages in meeting the requirements of green construction and green building, and is being promoted to public buildings. A certain project is a multi-story frame structure public building that uses a two-way truss composite slab. At present, the mainstream practices for composite slab construction are either to tie the cast-in-place structural beam reinforcement first and then hoist the composite slab, or to hoist the composite slab first and then tie the cast-in-place structural beam reinforcement. The disadvantage of the first method is that the two-way reinforcement on both sides must be bent up and the structural beam reinforcement must be raised to complete the composite slab installation, which leads to reinforcement deformation. The disadvantage of the second method is that the structural beam reinforcement at the two-way reinforcement of the composite slab is not easy to tie, reducing labor efficiency.

[0003] The existing announcement number is CN216787599U, entitled "A Composite Slab Installation Structure," which includes a precast layer, a cast-in-place layer, and a cast-in-place beam. The cast-in-place layer is located on top of the precast layer, and the precast layer is located on both sides of the cast-in-place beam. Multiple longitudinally and transversely intersecting bottom reinforcement bars are provided within the precast layer, extending out of the precast layer and embedded in the cast-in-place beam. The bottom reinforcement bars of the precast layer on both sides of the cast-in-place beam are connected within the cast-in-place beam. Multiple sets of steel trusses are provided within the precast layer, located on the bottom reinforcement bars, with the end of the steel truss away from the bottom reinforcement bars embedded in the cast-in-place layer. Multiple parallel reinforcing bars are provided within the cast-in-place layer, and multiple supports are provided within the cast-in-place beam. The support bars extend into the cast-in-place layers on both sides of the cast-in-place beam. The precast layer is installed in the construction position, and the bottom bars extending from the precast layer are connected and fixed together. The cast-in-place layer and the cast-in-place beam are poured, and the cast-in-place beam fills the bottom bars that are connected together. The bottom bars connect the precast layers on both sides of the cast-in-place beam, which can increase the bonding force between the precast layer and the cast-in-place beam, making the installation between the precast layer and the cast-in-place beam more stable. The cast-in-place layer is connected to the precast layer through the steel truss, making the connection more stable. The support bars in the cast-in-place beam connect the cast-in-place layers on both sides, making the connection between the composite slab and the cast-in-place beam more stable.

[0004] However, when connecting the steel reinforcement components of the cast-in-place beam and the composite slab, the steel reinforcement of the cast-in-place beam is tied first, and then the composite slab is hoisted. The extended steel reinforcement of the composite slab needs to be anchored into the cast-in-place beam. However, after the beam steel reinforcement is tied, the extended steel reinforcement of the composite slab is bent upward. After the composite slab is correctly placed, the cast-in-place beam is lifted with a pry bar, and then the extended steel reinforcement is bent flat again and anchored into the cast-in-place beam. The extended steel reinforcement is bent multiple times in the whole process. It is easy to break during the bending process, which poses a certain risk to construction quality and structural safety. Summary of the Invention

[0005] The purpose of this invention is to provide a construction device and method for installing cast-in-place beams and composite slabs, aiming to improve the above-mentioned problems.

[0006] This invention is implemented as follows:

[0007] A construction device for installing cast-in-place beams and composite slabs includes composite slabs, connectors, seals, frame reinforcement, locking components, and lifting components. Multiple extended reinforcing bars are horizontally arranged on the side end face of the composite slab near the cast-in-place beam. Two composite slabs are respectively arranged on both sides of the cast-in-place beam. Two connectors are vertically arranged between the two composite slabs, and each connector is inserted through and plugged into multiple extended reinforcing bars on the adjacent composite slab. Multiple frame reinforcements are vertically arranged between the two connectors, and these frame reinforcements are fixedly connected to the adjacent extended reinforcing bars by locking components. Seals are horizontally arranged on both the upper and lower sides of the two connectors. Lifting components are vertically assembled at the bottom of the seals at the lower part of the two connectors, and the bottom of the lifting components is connected to hoisting equipment.

[0008] Furthermore, the connector includes an angle plate, two angle plates are symmetrically arranged one above the other, and multiple connecting plates are fixed horizontally and vertically between the two angle plates. A screw cylinder is horizontally fixed through the multiple connecting plates, a screw sleeve is threaded into the screw cylinder, and a rubber cylinder is horizontally fixed in the screw sleeve. An extended steel bar is horizontally inserted into the inside of the rubber cylinder, and multiple elastic frames are horizontally inserted into the rubber cylinder.

[0009] Furthermore, a horizontal groove is provided on the outer end face of the corner plate, and a slide bar is horizontally slidably assembled in the groove of the corner plate. A sealing strip is horizontally fixed on the slide bar. A insertion frame is vertically fixed on the bottom surface of the bottom corner plate of the connector, and an assembly bolt is horizontally threaded through the insertion frame.

[0010] Furthermore, the sealing element includes a sealing plate, two sealing plates are symmetrically arranged, and a fixing strip is horizontally fixed on the outer side of the two sealing plates. A fixing bolt is assembled on the fixing strip with vertical threads, and the fixing strip is fixedly connected to the corner plate by the fixing bolt.

[0011] Furthermore, one of the sealing plates in the sealing component has a hole block fixed vertically, and another sealing plate in the sealing component has a slide rod fixed horizontally, with the slide rod slidably assembled on the hole block. One of the sealing plates in the sealing component has a sleeve fixed horizontally, and another sealing plate in the sealing component has a hole column strip fixed horizontally.

[0012] Furthermore, a pin is vertically slidably inserted through the outer circumference of the sleeve, and the bottom end of the pin is inserted into the groove of the pin bar. A spring is vertically sleeved on the outside of the pin, and the two ends of the spring are fixed to the end of the pin and the outer circumference of the sleeve, respectively.

[0013] Furthermore, the locking component includes a first locking housing frame and a second locking housing frame. The first locking housing frame and the second locking housing frame are symmetrically snapped onto the extended reinforcing bars and the frame bars. Screw holes are vertically fixed on adjacent end faces of the first locking housing frame and the second locking housing frame. The adjacent screw holes of the first locking housing frame and the second locking housing frame are assembled and connected by connecting bolts.

[0014] Furthermore, the lifting component includes a center plate, on both sides of the top surface of the center plate are horizontally fixed with sliding columns, and a rotating column is vertically rotatably connected to the center of the bottom surface of the center plate. A locking column is vertically fixed to the bottom end of the rotating column, and a positioning groove is vertically opened at the center of the bottom surface of the locking column. A locking cylinder is vertically inserted into the locking column, and a positioning strip is vertically fixed at the center of the inside of the locking cylinder. The positioning strip is vertically inserted into the positioning groove of the locking column. A connecting hole plate is vertically fixed at the center of the bottom surface of the locking cylinder, and the connecting hole plate is connected and assembled with the lifting equipment.

[0015] Furthermore, offset plates are horizontally arranged on both sides of the center plate, and a hole seat is vertically fixed on the top surface of the offset plate. The hole seat is slidably assembled with the sliding column. A lifting frame is horizontally arranged above the offset plate, and an insert is vertically fixed on the top surface of the lifting frame. The insert is inserted into the insert frame, and the insert is fixedly connected to the insert frame by assembly bolts. A guide cylinder is vertically fixed on the top surface of the offset plate, and a lifting rod is vertically fixed on the bottom surface of the lifting frame. The lifting rod is vertically slidably assembled in the guide cylinder. A screw hole plate is horizontally fixed on the offset plate, and a support screw is vertically threaded through the screw hole plate. The top end of the support screw is rotatably connected to the bottom surface of the lifting frame.

[0016] A construction method for installing cast-in-place beams and composite slabs includes the following steps:

[0017] S1. First, place the two connecting pieces symmetrically on both sides of the cast-in-place beam, and then hoist the two composite slabs on both sides of the cast-in-place beam respectively.

[0018] S2. At the same time, the extended steel bars at the ends of the two composite plates pass through the assembly sleeve. The rubber sleeve inside the sleeve is tightened inside the sleeve under the elastic compression of the elastic frame. Meanwhile, the threaded sleeve on the extended steel bar is assembled into the screw sleeve on the connector, thereby horizontally guiding and supporting the extended steel bars at the ends of the composite plates to insert into the connector.

[0019] S3. Then, multiple frame bars are vertically set between the two composite slabs, and the two sides of the multiple frame bars are fixed together with the extended steel bars at the ends of the adjacent composite slabs by locking devices.

[0020] S4. Then, according to the assembly gap between the two composite plates on both sides of the cast-in-place beam, slide the two sealing plates. First, pull the insert on the sleeve to slide upward, compress the spring deformation, and slide the two sealing plates horizontally on the hole block through the sliding rod. Release the insert and push the insert into the hole column under the deformation force of the spring. Set the sealing parts on the upper and lower sides of the two connecting parts respectively, and then fix them on the corner plate with fixing bolts.

[0021] S5. Then slide the slider horizontally in the groove of the corner plate. The sealing strip on the slider seals and presses against the gap between the composite slab and the cast-in-place beam. Then, the concrete is guided into the sealing and connecting parts, and the composite slab and the cast-in-place beam are cast into a whole.

[0022] Compared with the prior art, the beneficial effects of the present invention are as follows: First, two connecting pieces are symmetrically arranged on both sides of the cast-in-place beam. Then, two composite slabs are respectively suspended on both sides of the cast-in-place beam. At the same time, the extended reinforcing bars at the ends of the two composite slabs pass through the assembly sleeves. The rubber sleeves inside the sleeves are tightened inside the sleeves under the elastic compression of the elastic frame. Simultaneously, the threaded sleeves on the extended reinforcing bars are assembled into the screw sleeves on the connecting pieces, thereby horizontally guiding and supporting the extended reinforcing bars at the ends of the composite slabs to insert into the interior of the connecting pieces. Then, multiple frame bars are vertically arranged between the two composite slabs. Then, the two sides of the multiple frame bars are fixed together with the extended reinforcing bars at the ends of the adjacent composite slabs by locking pieces. Then, according to the assembly gap between the composite slabs on both sides of the cast-in-place beam, By sliding the two sealing plates, the insert on the sleeve is first pulled upwards, compressing the spring and causing it to deform. The two sealing plates slide horizontally on the hole block via the sliding rod. When the insert is released, the spring's deformation force pushes the insert into the hole bar. The sealing elements are then placed on the upper and lower sides of the two connecting parts and fixed to the corner plate with fixing bolts. Next, the sliding strip slides horizontally in the groove of the corner plate, and the sealing strip on the sliding strip seals and presses against the gap between the composite slab and the cast-in-place beam. Concrete is then guided into the sealing elements and connecting parts. The composite slab and the cast-in-place beam are cast as a whole. Thus, when the concrete is poured and the composite slab is connected, it is assembled first and then poured together as a whole, thereby avoiding the breakage of the extended reinforcing bars on the composite slab and ensuring the construction quality. Attached Figure Description

[0023] To more clearly illustrate the technical solutions of the embodiments of the present invention, the accompanying drawings used in the embodiments will be briefly introduced below. It should be understood that the following drawings only show some embodiments of the present invention and should not be regarded as a limitation of the scope. For those skilled in the art, other related drawings can be obtained from these drawings without creative effort.

[0024] Figure 1 This is a schematic diagram of the overall structure of the present invention;

[0025] Figure 2 This is an exploded structural diagram of the present invention;

[0026] Figure 3 This is a schematic diagram of the connector in an exploded state according to an embodiment of the present invention;

[0027] Figure 4 This is a schematic diagram of the locking component in an disassembled state according to an embodiment of the present invention;

[0028] Figure 5 This is a schematic diagram of the seal in its disassembled state in an embodiment of the present invention;

[0029] Figure 6 This is a schematic diagram of the lifting component in an disassembled state in an embodiment of the present invention;

[0030] Figure 7 This is a schematic diagram of the structure of the central plate in the disassembled state in an embodiment of the present invention.

[0031] In the diagram: 1. Composite slab; 11. Extended reinforcing bar; 2. Connector; 21. Angle plate; 211. Slide groove; 22. Connecting plate; 23. Screw barrel; 24. Screw sleeve; 25. Rubber sleeve; 26. Elastic frame; 27. Slide bar; 271. Sealing strip; 28. Insert frame; 3. Sealing element; 31. Sealing plate; 32. Fixing strip; 321. Fixing bolt; 33. Hole block; 34. Slide rod; 35. Hole column strip; 36. Sleeve; 37. Insert column; 38. Spring; 4. Frame reinforcement; 5. Locking components; 51. First locking housing frame; 52. Second locking housing frame; 53. Screw hole seat; 54. Connecting bolt; 6. Lifting component; 61. Center plate; 611. Sliding column; 612. Rotating column; 613. Locking column; 614. Positioning groove; 615. Locking sleeve; 616. Positioning strip; 617. Connecting hole plate; 62. Offset plate; 63. Lifting frame; 631. Insert strip; 64. Guide cylinder; 65. Lifting rod; 66. Screw hole plate; 67. Support screw; 68. Hole seat. Detailed Implementation

[0032] To make the objectives, technical solutions, and advantages of the embodiments of the present invention clearer, the technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only a part of the embodiments of the present invention, not all of them. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of the present invention. Therefore, the following detailed description of the embodiments of the present invention provided in the accompanying drawings is not intended to limit the scope of the claimed invention, but merely to represent selected embodiments of the invention. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative effort are within the scope of protection of the present invention.

[0033] Please see Figure 1 , Figure 2 , Figure 3 , Figure 4 and Figure 5 As shown, a construction device for installing cast-in-place beams and composite slabs includes a composite slab 1, connectors 2, seals 3, frame reinforcement 4, locking components 5, and lifting components 6. Multiple extended reinforcing bars 11 are horizontally arranged on the side end face of the composite slab 1 near the cast-in-place beam. Two composite slabs 1 are respectively arranged on both sides of the cast-in-place beam. Two connectors 2 are vertically arranged between the two composite slabs 1, and the two connectors 2 are respectively inserted through and connected to multiple extended reinforcing bars 11 on the adjacent composite slab 1. Multiple frame reinforcement 4 are vertically arranged between the two connectors 2, and the multiple frame reinforcement 4 are fixedly connected to the adjacent extended reinforcing bars 11 by locking components 5. Seals 3 are horizontally arranged on both the upper and lower sides of the two connectors 2. Lifting components 6 are vertically assembled at the bottom of the seals 3 at the lower part of the two connectors 2, and the bottom of the lifting components 6 is connected to hoisting equipment.

[0034] Please see Figure 3The connector 2 includes an angle plate 21, with two angle plates symmetrically arranged vertically. Multiple connecting plates 22 are horizontally and vertically fixed between the two angle plates 21. A screw cylinder 23 is horizontally fixed through the multiple connecting plates 22. A threaded sleeve 24 is threaded into the screw cylinder 23, and a rubber cylinder 25 is horizontally fixed within the threaded sleeve 24. An extended reinforcing bar 11 is horizontally inserted into the inside of the rubber cylinder 25, and multiple elastic frames 26 are horizontally inserted into the rubber cylinder 25. A sliding groove 211 is horizontally formed on the outer end face of the angle plate 21, and a sliding strip 27 is horizontally slidably assembled within the sliding groove 211. A sealing strip 271 is horizontally fixed on the sliding strip 27. A frame 28 is vertically fixed on the bottom surface of the bottom angle plate 21 of the connector 2. Furthermore, the horizontal threaded assembly bolts are installed on the insert frame 28. During use, the extended steel bars 11 at the ends of the two composite plates 1 pass through the assembly threaded sleeves 24. The rubber sleeves 25 inside the threaded sleeves 24 are tightened inside the threaded sleeves 24 under the elastic compression of the elastic frame 26. At the same time, the threaded sleeves 24 on the extended steel bars 11 are threaded into the threaded sleeves 23 on the connector 2. Then, the extended steel bars 11 at the ends of the composite plates 1 are horizontally guided and inserted into the interior of the connector 2. The slide bar 27 slides horizontally in the slide groove 211 of the corner plate 21. The sealing strip 271 on the slide bar 27 seals and presses the gap between the composite plate 1 and the cast-in-place beam. Then, the concrete is guided into the sealing member 3 and the connector 2. The composite plate 1 and the cast-in-place beam are cast to form an integral whole.

[0035] Please see Figure 5 The sealing element 3 includes sealing plates 31, two of which are symmetrically arranged. A fixing strip 32 is horizontally fixed to the outer side of each sealing plate 31. A fixing bolt 321 is vertically threaded onto the fixing strip 32, and the fixing strip 32 is fixedly connected to the angle plate 21 via the fixing bolt 321. A hole block 33 is vertically fixed to one of the sealing plates 31, and a sliding rod 34 is horizontally fixed to the other sealing plate 31, slidingly mounted on the hole block 33. A sleeve 36 is horizontally fixed to one of the sealing plates 31, and a perforated strip 35 is horizontally fixed to the other sealing plate 31. The sleeve 36 slides vertically through the outer circumference of its sleeve. Insertion post 37 is inserted, and the bottom end of insertion post 37 is inserted into the slot of the hole column 35. Spring 38 is vertically sleeved on the outside of insertion post 37, and the two ends of spring 38 are respectively fixed to the end of insertion post 37 and the outer circumference of sleeve 36. In use, according to the assembly gap between the two side composite plates 1 of the cast-in-place beam, the two sealing plates 31 are slid. First, the insertion post 37 on sleeve 36 is pulled upward to compress the spring 38 and deform. The two sliding sealing plates 31 slide horizontally on hole block 33 through sliding rod 34. When the insertion post 37 is released, under the deformation force of spring 38, the insertion post 37 is pushed into hole column 35, so as to adapt to the size of cast-in-place beam and facilitate the later casting to form an integral beam.

[0036] Please see Figure 4The locking component 5 includes a first locking housing frame 51 and a second locking housing frame 52. The first locking housing frame 51 and the second locking housing frame 52 are symmetrically snapped onto the extended reinforcing bar 11 and the frame reinforcing bar 4. Each of the adjacent end faces of the first locking housing frame 51 and the second locking housing frame 52 is vertically fixed with a screw hole seat 53. The adjacent screw hole seats 53 of the first locking housing frame 51 and the second locking housing frame 52 are assembled and connected by connecting bolts 54. The first locking housing frame 51 and the second locking housing frame 52 are symmetrically snapped onto the extended reinforcing bar 11 and the frame reinforcing bar 4, and assembled onto the screw hole seats 53 by connecting bolts 54, which facilitates the later assembly and connection of the extended reinforcing bar 11 and the frame reinforcing bar 4 to form a whole.

[0037] Please see Figure 6 The lifting component 6 includes a center plate 61. Sliding columns 611 are horizontally fixed on both sides of the top surface of the center plate 61. A rotating column 612 is vertically rotatably connected to the center of the bottom surface of the center plate 61. A locking column 613 is vertically fixed to the bottom end of the rotating column 612. A positioning groove 614 is vertically opened at the center of the bottom surface of the locking column 613. A locking cylinder 615 is vertically inserted into the locking column 613. A positioning strip 616 is vertically fixed at the center of the inside of the locking cylinder 615. The positioning strip 616 is vertically inserted into the positioning groove 614 of the locking column 613. A connecting hole plate 617 is vertically fixed at the center of the bottom surface of the locking cylinder 615. The connecting hole plate 617 is connected and assembled with the lifting equipment. Offset plates 62 are horizontally arranged on both sides of the center plate 61, and a hole seat 68 is vertically fixed on the top surface of the offset plate 62. The hole seat 68 is slidably assembled with the sliding column 611. A lifting frame 63 is horizontally arranged above the offset plate 62, and an insert 631 is vertically fixed on the top surface of the lifting frame 63. The insert 631 is inserted into the insert frame 28, and the insert 631 and the insert frame 28 are fixedly connected by assembly bolts. A guide cylinder 64 is vertically fixed on the top surface of the offset plate 62, and a lifting rod 65 is vertically fixed on the bottom surface of the lifting frame 63. The lifting rod 65 is vertically slidably assembled in the guide cylinder 64. A screw hole plate 66 is fixed, and a support screw 67 is assembled through the vertical thread on the screw hole plate 66. The top end of the support screw 67 is rotatably connected to the bottom surface of the support frame 63. In use, the insert 631 on the support frame 63 is inserted into the insert frame 28 on the bottom surface of the connector 2. Then, the support screw 67 on the screw hole plate 66 is rotated to support the insert 631 on the support frame 63 to slide vertically in the guide cylinder 64. Then, the hole seat 68 is fixedly connected to the hoisting equipment and vertically inserted into the clamping column 613 through the clamping sleeve 615. Then, the position of the cast-in-place beam template is rotated later to facilitate the later adjustment of the stability of the cast-in-place beam installation.

[0038] A construction method for installing cast-in-place beams and composite slabs includes the following steps:

[0039] S1. First, place the two connecting pieces 2 symmetrically on both sides of the cast-in-place beam, and then hang the two composite slabs 1 on both sides of the cast-in-place beam respectively.

[0040] S2. At the same time, the extended steel bars 11 at the ends of the two composite plates 1 pass through the assembly sleeve 24. The rubber cylinder 25 inside the sleeve 24 is tightened inside the sleeve 24 under the elastic compression of the elastic frame 26. At the same time, the screw sleeve 24 on the extended steel bar 11 is threaded into the screw cylinder 23 on the connector 2, thereby horizontally guiding and supporting the extended steel bar 11 at the end of the composite plate 1 to be inserted into the interior of the connector 2.

[0041] S3. Then, multiple frame bars 4 are vertically set between the two composite slabs 1, and the two sides of the multiple frame bars 4 are fixedly assembled with the extended steel bars 11 at the ends of the adjacent composite slabs 1 by locking parts 5.

[0042] S4. Then, according to the assembly gap between the two composite plates 1 on both sides of the cast-in-place beam, slide the two sealing plates 31. First, pull the insert 37 on the sleeve 36 to slide upward, compress the spring 38 to deform, and slide the two sealing plates 31 horizontally on the hole block 33 through the slide rod 34. Release the insert 37 and push the insert 37 into the hole column strip 35 under the deformation force of the spring 38. Set the sealing element 3 on the upper and lower sides of the two connecting parts 2 respectively, and then fix it on the corner plate 21 with the fixing bolt 321.

[0043] S5. Then slide the slide bar 27 horizontally in the groove 211 of the corner plate 21. The sealing strip 271 on the slide bar 27 seals and presses against the gap between the composite slab 1 and the cast-in-place beam. Then the concrete is guided into the sealing member 3 and the connecting member 2. The composite slab 1 and the cast-in-place beam are cast to form an integral whole.

[0044] The above description is merely a preferred embodiment of the present invention and is not intended to limit the invention. Various modifications and variations can be made to the invention by those skilled in the art. Any modifications, equivalent substitutions, or improvements made within the spirit and principles of the invention should be included within the scope of protection of the invention.

Claims

1. A construction device for installing cast-in-place beams and composite slabs, characterized in that, The system includes a composite slab (1), connectors (2), seals (3), frame reinforcements (4), locking components (5), and support components (6). Multiple extended reinforcing bars (11) are horizontally arranged on the side end face of the composite slab (1) near the cast-in-place beam. Two composite slabs (1) are respectively arranged on both sides of the cast-in-place beam. Two connectors (2) are vertically arranged between the two composite slabs (1), and each connector (2) is inserted through and connected to multiple extended reinforcing bars (11) on the adjacent composite slab (1). Multiple frame reinforcements (4) are vertically arranged between the two connectors (2), and the multiple frame reinforcements (4) are fixedly connected to the adjacent extended reinforcing bars (11) through the locking components (5). The two connectors (2)... Both the upper and lower sides are horizontally equipped with sealing elements (3). The bottom of the sealing elements (3) at the lower part of the two connecting parts (2) is vertically assembled with the lifting element (6), and the bottom of the lifting element (6) is connected to the hoisting equipment. The connecting part (2) includes an angle plate (21). Two angle plates (21) are symmetrically arranged vertically and horizontally. Multiple connecting plates (22) are horizontally and vertically fixed between the two angle plates (21). A screw cylinder (23) is horizontally fixed through the multiple connecting plates (22). A screw sleeve (24) is threaded in the screw cylinder (23). A rubber cylinder (25) is horizontally fixed in the screw sleeve (24). An extended steel bar (11) is horizontally inserted through the inside of the rubber cylinder (25). A horizontally inserted steel bar (11) is fixed in the rubber cylinder (25). There are multiple elastic frames (26). A sliding groove (211) is horizontally opened on the outer end face of the corner plate (21). A sliding strip (27) is horizontally slidably assembled in the sliding groove (211) of the corner plate (21). A sealing strip (271) is horizontally fixed on the sliding strip (27). A insertion frame (28) is vertically fixed on the bottom surface of the bottom corner plate (21) of the connector (2). An assembly bolt is horizontally threaded through the insertion frame (28). The sealing component (3) includes a sealing plate (31). Two sealing plates (31) are symmetrically arranged. A fixing strip (32) is horizontally fixed on the outer side of the two sealing plates (31). A fixing bolt (321) is vertically threaded on the fixing strip (32). The fixing strip (32) is connected to the corner plate. (21) The sealing element (3) is fixedly connected by fixing bolts (321). A hole block (33) is vertically fixed on one of the sealing plates (31) and a sliding rod (34) is horizontally fixed on the other sealing plate (31). The sliding rod (34) is slidably assembled on the hole block (33). A sleeve (36) is horizontally fixed on one of the sealing plates (31) and a hole column strip (35) is horizontally fixed on the other sealing plate (31). A plug (37) is vertically slidably inserted through the outer circumference of the sleeve (36). The bottom end of the plug (37) is inserted into the hole groove of the hole column strip (35). A spring (38) is vertically sleeved on the outside of the plug (37).The two ends of the spring (38) are fixed to the end of the insert (37) and the outer circumference of the sleeve (36), respectively.

2. The installation and construction device for cast-in-place beams and composite slabs according to claim 1, characterized in that, The locking component (5) includes a first locking shell frame (51) and a second locking shell frame (52). The first locking shell frame (51) and the second locking shell frame (52) are symmetrically snapped onto the extended reinforcing bar (11) and the frame bar (4). Screw holes (53) are vertically fixed on the adjacent end faces of the first locking shell frame (51) and the second locking shell frame (52). The adjacent screw holes (53) of the first locking shell frame (51) and the second locking shell frame (52) are assembled and connected by connecting bolts (54).

3. The installation and construction device for cast-in-place beams and composite slabs according to claim 2, characterized in that, The lifting component (6) includes a center plate (61), on both sides of the top surface of the center plate (61) are horizontally fixed with sliding columns (611), and a rotating column (612) is vertically rotatably connected to the center of the bottom surface of the center plate (61). A locking column (613) is vertically fixed to the bottom end of the rotating column (612), and a positioning groove (614) is vertically opened at the center of the bottom surface of the locking column (613). A locking cylinder (615) is vertically inserted into the locking column (613), and a positioning strip (616) is vertically fixed at the center of the inside of the locking cylinder (615). The positioning strip (616) is vertically inserted into the positioning groove (614) of the locking column (613). A connecting hole plate (617) is vertically fixed at the center of the bottom surface of the locking cylinder (615), and the connecting hole plate (617) is connected and assembled with the lifting equipment.

4. The installation and construction device for cast-in-place beams and composite slabs according to claim 3, characterized in that, Offset plates (62) are horizontally arranged on both sides of the center plate (61), and a hole seat (68) is vertically fixed on the top surface of the offset plate (62). The hole seat (68) is slidably assembled with the sliding column (611). A support frame (63) is horizontally arranged above the offset plate (62), and an insert (631) is vertically fixed on the top surface of the support frame (63). The insert (631) is inserted into the insert frame (28), and the insert (631) and the insert frame (28) are connected by assembly bolts. The offset plate (62) is fixedly connected to a guide cylinder (64) on its top surface. The lifting rod (65) is fixedly connected to the bottom surface of the lifting frame (63). The lifting rod (65) is vertically slidably assembled in the guide cylinder (64). The offset plate (62) is horizontally fixed to a screw hole plate (66). A support screw (67) is vertically threaded through the screw hole plate (66). The top end of the support screw (67) is rotatably connected to the bottom surface of the lifting frame (63).

5. A method for installing cast-in-place beams and composite slabs based on the installation construction device for cast-in-place beams and composite slabs as described in claim 4, characterized in that, The steps include the following: S1. First, place the two connecting pieces (2) symmetrically on both sides of the cast-in-place beam, and then hang the two composite slabs (1) on both sides of the cast-in-place beam respectively. S2. At the same time, the extended steel bars (11) at the ends of the two composite plates (1) pass through the assembly sleeve (24). The rubber cylinder (25) inside the sleeve (24) is tightened inside the sleeve (24) under the elastic compression of the elastic frame (26). At the same time, the threaded sleeve (24) on the extended steel bar (11) is threaded into the screw cylinder (23) on the connector (2), thereby horizontally guiding and supporting the extended steel bar (11) at the end of the composite plate (1) to insert into the interior of the connector (2). S3. Then, multiple frame bars (4) are vertically set between two composite slabs (1), and the two sides of the multiple frame bars (4) are fixed together with the extended steel bars (11) at the ends of the adjacent composite slabs (1) by locking parts (5). S4. Then, according to the assembly gap between the two composite plates (1) on both sides of the cast-in-place beam, slide the two sealing plates (31), first pull the insert (37) on the sleeve (36) to slide upward, squeeze the spring (38) to deform, and slide the two sealing plates (31) horizontally on the hole block (33) through the slide rod (34). Release the insert (37) and push the insert (37) into the hole column strip (35) under the deformation force of the spring (38). Set the sealing element (3) on the upper and lower sides of the two connecting parts (2) respectively, and then fix it on the corner plate (21) with the fixing bolt (321). S5. Then slide the slide bar (27) horizontally in the groove (211) of the corner plate (21). The sealing strip (271) on the slide bar (27) seals and presses the gap between the composite plate (1) and the cast-in-place beam. Then the concrete is guided into the sealing element (3) and the connecting element (2). The composite plate (1) and the cast-in-place beam are cast together to form an integral whole.

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