Independent column-beam joint template

Abstract

The utility model relates to the technical field of building construction, and discloses an independent column-beam joint formwork which comprises a cement column, the outer wall of the cement column is connected with a plurality of column side plates in a sliding mode, the outer walls of the column side plates are all connected with beam side plates in a sliding mode, and the periphery of the outer wall of the cement column is all connected with beam bottom plates in a sliding mode. Steel pipe frames are arranged at the bottoms of the multiple beam bottom plates correspondingly, supporting columns are slidably connected to the adjacent sides of the multiple steel pipe frames correspondingly, fixing plates are slidably connected to the outer walls of the multiple steel pipe frames correspondingly, and screw rods are in threaded connection to the inner walls of the multiple fixing plates correspondingly. According to the utility model, the screw rod is driven by the driving ring to move, so that the batten can tightly abut against the side plate and accurately adjust the position along with the movement of the screw rod, the movement of the side plate is limited from multiple directions, the stability and the sealing property of the template are effectively enhanced, and meanwhile, the movement of the screw rod can be adjusted by rotating the turntable at any time, so that the template is always kept in a tight fixed state.

Description

TECHNICAL FIELD

[0001] The utility model relates to the technical field of building construction, especially an independent column beam node formwork. BACKGROUND

[0002] The independent column beam node formwork is a kind of temporary supporting structure for ensuring the forming quality of concrete at column beam node in the process of concrete pouring construction, and is a kind of temporary supporting structure, and the main role is to ensure the forming quality of concrete at column beam joint.

[0003] Through the search, China patent publication number is: CN221481402U, the present application discloses a cast-in-place concrete beam-column joint formwork structure and its using method, including the angle formwork, the both sides of the angle formwork are provided with extension formwork, the outer end of the angle formwork is provided with hook joint, the hook joint is arranged on the both sides of the outer end surface of angle formwork, the one end of the extension formwork is provided with hook plate, the outer surface of hook joint is clamped into the inner side surface of hook plate, the angle formwork and extension formwork are connected by hook joint, and the assembly is convenient and firm, and the rib plate structure is arranged at the angle, the overall supporting force is improved, but in the actual long-term use process, after experiencing the vibration generated by multiple concrete pouring and various external force collisions, pulling and other conditions in construction, the loose phenomenon will appear between hook joint and hook plate, this connection mode is difficult to keep tight and fixed state all the time, and then the sealing property and structural stability of formwork are influenced. UTILITY MODEL CONTENT

[0004] In order to make up for the above shortcomings, the utility model provides an independent column beam node formwork, which aims at improving the problem that it is difficult to keep tight and fixed state all the time in the prior art.

[0005] In order to achieve the above purpose, the utility model adopts the following technical scheme: an independent column beam node formwork, including cement column, the outer wall of the cement column is slidably connected with a plurality of column side plates, the outer wall of a plurality of column side plates is slidably connected with beam side plate, the outer wall of the cement column is slidably connected with beam bottom plate around, the bottom of a plurality of beam bottom plates is provided with steel pipe frame, the adjacent side of a plurality of steel pipe frames is slidably connected with support column, the outer wall of a plurality of steel pipe frames is slidably connected with fixed plate, the inner wall of a plurality of fixed plates is threadedly connected with screw rod, the outer wall of a plurality of screw rods is slidably connected with fixed ring, the outer wall of a plurality of fixed rings is fixedly connected with batten, the inner wall of a plurality of fixed plates is slidably connected with driving ring, the outer wall of a plurality of driving rings is provided with sliding groove, the outer wall of a plurality of driving rings is provided with turntable, the inner wall of a plurality of turntables is fixedly connected with a plurality of sliding blocks, and the outer wall of a plurality of steel pipe frames is provided with fixing mechanism.

[0006] Through the technical scheme, a complete column-beam joint formwork structure is constructed, the components are matched with each other, flexible assembly is realized by using sliding connection, the accurate pouring space at the column-beam joint can be shaped, and the stability of the formwork is ensured by the correlation between the components and the subsequent corresponding transmission and reinforcing mechanism, thereby laying a foundation for the smooth pouring and forming of concrete at the column-beam joint according to the design requirements.

[0007] Further description is made to the technical scheme:

[0008] The fixing mechanism comprises a clamp, an inner wall of the clamp is slidingly connected to an outer wall of the steel pipe frame, an outer wall of the clamp is provided with a pipe groove, the outer wall of the clamp is fixedly connected with a connecting plate, the outer wall of the connecting plate is provided with a bolt hole, the outer wall of the clamp is fixedly connected with two clamping plates, the outer wall of the clamp is provided with a bolt seat, and the inner wall of the connecting plate is slidingly connected with a clamping bolt.

[0009] Through the technical scheme, the fixing mechanism can be conveniently adjusted in position on the steel pipe frame, and is convenient for installation and positioning. Meanwhile, the fixing mechanism can be firmly fixed on the steel pipe frame and closely connected with other related components by the bolt hole, the bolt seat and the clamping bolt, thereby enhancing the connection stability between the steel pipe frame and the support and other components, strengthening the whole formwork support system, making it better resist external force, and ensuring the structural stability and reliability.

[0010] Further description is made to the technical scheme:

[0011] The bottoms of the plurality of fixing plates are threadedly connected with bolts, and the outer walls of the plurality of bolts are threadedly connected with nuts.

[0012] Through the technical scheme, the flexible adjustment and firm fixation of the position of the fixing plate on the steel pipe frame are realized by the thread connection characteristics of the bolt and the nut, the position of the fixing plate can be accurately determined according to the actual construction condition, and it is ensured that the fixing plate will not be easily loosened and shifted during the concrete pouring process.

[0013] Further description is made to the technical scheme:

[0014] The outer walls of the plurality of column side plates are fixedly connected with clamping blocks, and the outer walls of the plurality of batten are provided with clamping grooves.

[0015] Through the technical scheme, when the batten cooperates with the column side plate, the clamping block can be embedded in the clamping groove, so that the two are closely connected, and the movement of the column side plate is limited from the horizontal direction, thereby enhancing the integrity of the formwork.

[0016] Further description is made to the technical scheme:

[0017] The outer walls of the plurality of column side plates are provided with sponge strips, and the outer walls of the plurality of sponge strips are fixedly connected with adhesive.

[0018] Through the technical scheme, the sponge strip is fixed on the outer wall of the column side plate by the adhesive in the concrete pouring process, can fill the tiny gap between the column side plate and the cement column, prevent the cement slurry from seeping out, ensure the integrity of the concrete appearance at the column-beam joint, and avoid the quality problem of honeycomb surface caused by slurry leakage.

[0019] Further description of the technical scheme is as follows:

[0020] The outer wall of the clamping bolt is slidably connected with two fixing discs, and a plurality of screw holes are formed in the outer wall of each of the two fixing discs.

[0021] Through the technical scheme, the fixing disc can be connected with related components through bolts via the screw holes, and when the formwork system is subjected to external force, the fixing disc can disperse and transmit stress, avoid stress concentration between the clamping bolt and other connecting components, and further prevent relative displacement or deformation between the clamp and the connecting plate, thereby further stabilizing the internal structure of the fixing mechanism.

[0022] Further description of the technical scheme is as follows:

[0023] The bottom of each of the plurality of support columns is fixedly connected with a foot pad, and the outer wall of each of the plurality of support columns is fixedly connected with a plurality of reinforcing bars.

[0024] Through the technical scheme, the foot pad increases the contact area of the support column with the supporting surface such as the ground, prevents the support column from sinking due to excessive local pressure, and the reinforcing bars enhance the structural strength of the support column, ensuring that the support column can maintain a stable state when connecting adjacent steel pipe racks.

[0025] Further description of the technical scheme is as follows:

[0026] The inner wall of the cement column is fixedly connected with a plurality of steel bars, and the outer wall of each of the plurality of steel bars is fixedly connected with a plurality of steel hoops.

[0027] Through the technical scheme, the steel bars serve as the main load-bearing framework inside the cement column, ensuring that the cement column has sufficient load-bearing capacity, and the steel hoops constrain and fix the position of the steel bars, thereby improving the overall structural strength and crack resistance of the cement column.

[0028] The utility model has the advantages of the following beneficial effects:

[0029] 1、The utility model discloses a driving ring drives a screw rod to move, makes the batten be able to tightly abut against the side plate and adjusts the position accurately along with the movement of the screw rod, restricts the column side plate movement from multiple directions, effectively enhances the stability and the sealing property of the formwork, and the movement of the screw rod can be adjusted at any time by rotating the turntable, so that the formwork always keeps the tightly fixed state.

[0030] 2. The utility model discloses, through the bolt and the bolt hole, the bolt seat is combined and makes a group's three fixed establishment combine together, has strengthened the coherence of overall structure, has made adjacent steel pipe frame and pillar closely link through fixed establishment, has formed the stable frame system, has promoted the integrity of whole column beam node template support structure. BRIEF DESCRIPTION OF DRAWINGS

[0031] Figure 1 A three-dimensional schematic view of the independent column beam node template is provided for the utility model;

[0032] Figure 2 A partial structure schematic view of the independent column beam node template is provided for the utility model;

[0033] Figure 3 A sponge strip structure schematic view of the independent column beam node template is provided for the utility model;

[0034] Figure 4 A partial sectional view of the independent column beam node template is provided for the utility model;

[0035] Figure 5 A partial split view of the independent column beam node template is provided for the utility model;

[0036] Figure 6 A fixed establishment schematic view of the independent column beam node template is provided for the utility model.

[0037] Legend:

[0038] 1, cement column;2, fixed establishment;201, clamp;202, pipe groove;203, connecting plate;204, bolt hole;205, clamping plate;206, bolt seat;207, card bolt;3, column side plate;4, beam side plate;5, beam bottom plate;6, steel pipe frame;7, pillar;8, fixed plate;9, screw;10, fixed ring;11, batten;12, drive ring;13, sliding slot;14, turntable;15, sliding block;16, bolt;17, nut;18, card block;19, card slot;20, sponge strip;21, mucilage;22, fixed disc;23, screw hole;24, foot pad;25, reinforcing strip;26, reinforcing bar;27, hoop. DETAILED DESCRIPTION

[0039] The technical solutions in the embodiments of the utility model will be described clearly and completely below with reference to the drawings in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, rather than all the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by those skilled in the art without creative labor fall within the scope of protection of the utility model.

[0040] With reference to the drawings Figure 3 , the drawings Figure 4 , and the drawings Figure 5The utility model provides an independent column beam node template, including cement post 1 as the core support part of whole structure is the basic component that column beam node template surrounds setting, the outer wall of cement post 1 is connected with a plurality of column side board 3 sliding, for the outer wall of surrounding in cement post 1, the concrete pouring appearance of column part at column beam node is shaped, the outer wall of a plurality of column side board 3 all is provided with sponge strip 20, the outer wall of a plurality of sponge strip 20 all is fixedly connected with mucilage 21, sponge strip 20 is fixed through mucilage 21, when concrete pouring, sponge strip 20 can fill the tiny gap between column side board 3 and cement post 1, prevent cement paste to ooze out, the outer wall of a plurality of column side board 3 all is connected with beam side board 4 sliding, and the beam bottom board 5 is commonly constituted the template frame of beam part, for limiting the concrete pouring space of beam at column beam node, ensure the shape, size of beam meet design cement post 1's outer wall all is connected with beam bottom board 5 sliding around, and beam side board 4 is cooperated and forms the bottom support and appearance limit of beam, provides the bottom bearing surface for the concrete pouring of beam, simultaneously passes the weight load such as beam to the support structure such as the steel pipe frame 6 under, the bottom of a plurality of beam bottom board 5 all is provided with steel pipe frame 6, the adjacent side of a plurality of steel pipe frame 6 all is connected with support 7 sliding, and steel pipe frame 6 and support 7 are as the support structure of whole column beam node template system, the outer wall of a plurality of steel pipe frame 6 all is connected with fixed plate 8 sliding, becomes the stable basis of installation and work of screw rod 9, drive ring 12, the bottom of a plurality of fixed plate 8 all is connected with bolt 16 screwing, the outer wall of a plurality of bolt 16 all is connected with nut 17 screwing, passes in screwing nut 17 and makes bolt 16 produce fastening force, connects the corresponding components closely together, the inner wall of a plurality of fixed plate 8 all is connected with screw rod 9 screwing, as the key component of transmission power and realization position adjustment, the outer wall of a plurality of screw rod 9 all is connected with fixed ring 10 sliding, plays the role of connecting screw rod 9 and wood square 11, makes the movement of screw rod 9 can effectively be transmitted to wood square 11, the outer wall of a plurality of fixed ring 10 all is fixedly connected with wood square 11, under the driving of screw rod 9, moves to cement post 1 direction and after contact with column side board 3, beam side board 4, can provide these sideboards with horizontal support force, resists the side pressure generated when concrete pouring, prevents the deformation of sideboard to the outside, the outer wall of a plurality of column side board 3 all is fixedly connected with clamping block 18, the outer wall of a plurality of wood square 11 all is set up with clamping groove 19, when wood square 11 moves in place, clamping block 18 is embedded in clamping groove 19, this mechanical connection makes column side board 3 and wood square 11 closely connect, avoid the relative displacement between both, effectively improve the overall stability of template, the inner wall of a plurality of fixed plate 8 all is connected with drive ring 12 sliding, is the transmission component of the rotary motion of rotating disc 14 into the linear motion of screw rod 9, the outer wall of a plurality of drive ring 12 all is set up with sliding slot 13, the outer wall of a plurality of drive ring 12 all is provided with rotating disc 14, provides a convenient operation component for the power transmission of whole template reinforcement, the inner wall of a plurality of rotating disc 14 all is fixedly connected with a plurality of sliding block 15, as the connection and transmission component between rotating disc 14 and drive ring 12,Sliding in the chute 13, the rotation of the rotating disc 14 can be converted into the rotation of the driving ring 12, and the outer wall of each steel pipe support 6 is provided with the fixing mechanism 2.

[0041] Specifically, the independent column-beam joint template is based on the cement column 1, the column side plate 3, the beam side plate 4 and the beam bottom plate 5 construct the beam pouring shape, the screw rod 9 drives the batten 11 to reinforce the template against deformation, and the clamping of the clamping block 18 and the clamping groove 19 enhances the structural stability.

[0042] Referring to the accompanying drawings Figure 1 and the accompanying drawings Figure 6 The fixing mechanism 2 comprises a clamp 201, the inner wall of the clamp 201 is slidingly connected to the outer wall of the steel pipe support 6, which facilitates the adjustment of the position on the steel pipe support 6, the outer wall of the clamp 201 is provided with a pipe groove 202, which is in close contact with the steel pipe support 6, the outer wall of the clamp 201 is fixedly connected with a connecting plate 203, which realizes the connection between the adjacent components and enhances the coherence and stability of the overall structure, the outer wall of the connecting plate 203 is provided with a bolt hole 204 for the penetration of a clamping bolt 207, the outer wall of the clamp 201 is fixedly connected with two clamping plates 205, which are firmly fixed on the steel pipe support 6 through the clamping action of the bolt 16 and the nut 17, the outer wall of the clamp 201 is provided with a bolt seat 206, the inner wall of the connecting plate 203 is slidingly connected with the clamping bolt 207, the outer wall of the clamping bolt 207 is clamped into the bolt seat 206, which together with the connecting plate 203 builds a firm connection node, strengthening the connection relationship between different components, the outer wall of the clamping bolt 207 is slidingly connected with two fixing discs 22, the outer wall of each of the two fixing discs 22 is provided with a plurality of screw holes 23, and the fixing disc 22 is connected to the clamp 201 and the connecting plate 203 through the bolt 16 and the screw hole 23 respectively, which can disperse and transfer stress;

[0043] Specifically, the clamp 201 of the fixing mechanism 2 realizes position adjustment through the sliding connection of the inner wall with the outer wall of the steel pipe support 6, the connecting plate 203 and the bolt hole 204, the bolt seat 206 and the clamping bolt 207 are clamped, and the component connection relationship is strengthened, the clamping plate 205 is fixed on the steel pipe support 6 by means of the bolt 16 and the nut 17, which enhances the stability of the connection between the steel pipe support 6 and the adjacent components, ensures the stability and reliability of the entire template support system, and effectively resists various external forces in construction.

[0044] Referring to the accompanying drawings Figure 1 and the accompanying drawings Figure 6The bottom of the plurality of support columns 7 is fixedly connected with a plurality of feet 24, which increases the contact area with the ground or other support surface and better disperses the pressure borne by the support columns 7. The outer wall of the plurality of support columns 7 is fixedly connected with a plurality of reinforcing strips 25, which enhances the structural strength of the support columns 7. The inner wall of the cement column 1 is fixedly connected with a plurality of steel bars 26, which are the main force skeleton inside the cement column 1 and bear force together with the concrete. The outer wall of the plurality of steel bars 26 is fixedly connected with a plurality of steel hoops 27, which are used to constrain and fix the position of the steel bars 26 and prevent the steel bars 26 from being displaced or deformed during the concrete pouring process.

[0045] Specifically, the feet 24 more evenly and effectively disperse the pressure borne by the support columns 7, making the support columns 7 more stable when supporting the entire column-beam joint formwork and the subsequent concrete weight, avoiding the problem of sinking due to excessive local pressure. The reinforcing strips 25 enhance the ability of the support columns 7 to resist lateral forces and other external forces, allowing the support columns 7 to maintain a stable and reliable support state when connecting adjacent steel pipe frames 6. The steel bars 26, as the main force skeleton, ensure that the cement column 1 has sufficient carrying capacity and lay a solid foundation for the overall structural safety of the column-beam joint. The steel hoops 27 strictly limit the position of the steel bars 26, ensuring that the steel bars 26 are evenly distributed and reasonably stressed according to design requirements, thereby improving the overall structural strength and crack resistance of the cement column 1.

[0046] Working principle: first, the construction joint impurities on the top of the cement column 1 is cleaned, to create conditions for the new and old concrete combination, in the column side plate 3 wall paste sponge strip 20 after, the column side plate 3 is installed in the cement column 1 outer wall, then the beam side plate 4 and column side plate 3, beam bottom plate 5 and cement column 1 sliding connection installation, constitute the column beam node template frame, after the use of the bottom of the steel pipe frame 6 and support 7 as support, preliminary fixed template position, fixed plate 8 through the bottom of the bolt 16 and nut 17 on the steel pipe frame 6 flexible adjustment position, the column side plate 3 outer wall of the block 18 and the wood 11 outer wall of the card slot 19 after the card, the nut 17 is tightened, the fixed plate 8 is firmly fixed on the steel pipe frame 6, then adjust the wood 11 on the beam side plate 4 of the clamping force, the staff will slide block 15 along the slide groove 13 to the direction away from the fixed plate 8, when the slide block 15 slide to a certain position, the slide block 15 is clamped in the slide groove 13, then rotate the turntable 14, because the slide block 15 in the inner wall of the turntable 14 and the slide groove 13 on the outer wall of the drive ring 12 is clamped, so the rotation of the turntable 14 will drive the drive ring 12 in the fixed plate 8 rotation, the inner wall of the drive ring 12 and the screw rod 9 is screw connection, according to the screw transmission principle, the rotation of the drive ring 12 will make the screw rod 9 synchronous rotation, at the same time, the screw rod 9 and the fixed plate 8 is screw connection, and the other end of the screw rod 9 in the fixed ring 10 sliding, this kind of structure design makes the screw rod 9 in the rotation at the same time, can move to the cement column 1 direction, the fixed ring 10 is fixed on the wood 11, when the screw rod 9 moves to the cement column 1 direction, the wood 11 will follow the screw rod 9 synchronous movement to the cement column 1 direction, at the same time, the block 18 on the outer wall of the column side plate 3 and the card slot 19 on the outer wall of the wood 11 is clamped, the column side plate 3 and the wood 11 is connected closely together, from multiple directions limit the movement of the column side plate 3, enhance the integrity of the template, in the process of the wood 11 to the cement column 1 direction, the side plate which is in contact with it is applied to the corresponding direction of force, the wood 11 in multiple directions simultaneously acting on the template frame of the column beam node, effectively improve the stability and sealing of the template, ensure that the concrete can be in the preset shape and space in the smooth pouring molding;

[0047] And, the inner wall of the clamp 201 of the fixing mechanism 2 is in sliding connection with the outer wall of the steel pipe frame 6, the pipe groove 202 is in connection with the steel pipe frame 6, so that the fixing mechanism 2 can slide along the steel pipe frame 6, and the position is adjusted conveniently, when the fixing mechanism 2 is installed, the fixing mechanism 2 is placed according to the specific position relationship, that is, two adjacent steel pipe frames 6 and an adjacent support 7 form a group of corner points, the fixing mechanism 2 on the three components is a group, when the position is determined, the connecting plate 203 on the support 7 is coaxial with the bolt seat 206 on one steel pipe frame 6, the connecting plate 203 on the steel pipe frame 6 is coaxial with the bolt seat 206 on another steel pipe frame 6, and the connecting plate 203 on the second steel pipe frame 6 is coaxial with the bolt seat 206 on the support 7, the coaxial position relationship is for better connection and fixation of the components subsequently, and forms a stable structure, after the position is determined, the bolt 16 and the nut 17 are used to clamp the clamping plate 205, so that the fixing mechanism 2 is fixed on the steel pipe frame 6 firmly, then the clamping bolt 207 is clamped into the bolt hole 204, and the outer wall of the clamping bolt 207 is clamped into the bolt seat 206, then the two fixing discs 22 are connected on the clamp 201 and the connecting plate 203 through the bolt 16, when the whole formwork system is subjected to external force, the fixing disc 22 can prevent the relative displacement or deformation between the clamp 201 and the connecting plate 203, so as to ensure the stability of the fixing mechanism 2.

[0048] Finally, it should be noted that: the above only for the preferred embodiments of the present application, and not for limiting the present application, although the present application is described in detail with reference to the foregoing embodiments, for those skilled in the art, it still can be modified to the technical solutions recorded in the foregoing embodiments, or equivalent replacement of some technical features, any modification, equivalent replacement, improvement, etc. made within the spirit and principles of the present application, should be included in the protection scope of the present application.

Claims

1. A free-standing column-beam joint formwork comprising a cement column (1) characterized by: The outer wall of the cement column (1) is slidably connected with a plurality of column side plates (3), the outer wall of each of the plurality of column side plates (3) is slidably connected with a beam side plate (4), the outer wall of the cement column (1) is slidably connected with a beam bottom plate (5) around, the bottom of each of the plurality of beam bottom plates (5) is provided with a steel pipe support (6), the adjacent side of each of the plurality of steel pipe supports (6) is slidably connected with a support column (7), the outer wall of each of the plurality of steel pipe supports (6) is slidably connected with a fixed plate (8), the inner wall of each of the plurality of fixed plates (8) is threadedly connected with a screw rod (9), the outer wall of each of the plurality of screw rods (9) is slidably connected with a fixed ring (10), the outer wall of each of the plurality of fixed rings (10) is fixedly connected with a wood square (11), the inner wall of each of the plurality of fixed plates (8) is slidably connected with a driving ring (12), the outer wall of each of the plurality of driving rings (12) is provided with a sliding groove (13), the outer wall of each of the plurality of driving rings (12) is provided with a rotating disc (14), the inner wall of each of the plurality of rotating discs (14) is fixedly connected with a plurality of sliding blocks (15), and the outer wall of each of the plurality of steel pipe supports (6) is provided with a fixing mechanism (2).

2. A column-beam panel according to claim 1, wherein: The fixing mechanism (2) comprises a clamp (201), the inner wall of the clamp (201) is slidably connected with the outer wall of the steel pipe support (6), the outer wall of the clamp (201) is provided with a pipe groove (202), the outer wall of the clamp (201) is fixedly connected with a connecting plate (203), the outer wall of the connecting plate (203) is provided with a bolt hole (204), the outer wall of the clamp (201) is fixedly connected with two clamping plates (205), the outer wall of the clamp (201) is provided with a bolt seat (206), and the inner wall of the connecting plate (203) is slidably connected with a clamping bolt (207).

3. A column-beam panel according to claim 1, wherein: The bottom of each of the plurality of fixed plates (8) is threadedly connected with a bolt (16), and the outer wall of each of the plurality of bolts (16) is threadedly connected with a nut (17).

4. A column-beam panel according to claim 1, wherein: The outer wall of each of the plurality of column side plates (3) is fixedly connected with a clamping block (18), and the outer wall of each of the plurality of wood squares (11) is provided with a clamping groove (19).

5. A column-beam panel according to claim 1, wherein: The outer wall of each of the plurality of column side plates (3) is provided with a sponge strip (20), and the outer wall of each of the plurality of sponge strips (20) is fixedly connected with an adhesive (21).

6. A column-beam panel according to claim 2, wherein: The outer wall of the clamping bolt (207) is slidably connected with two fixed discs (22), and the outer wall of each of the two fixed discs (22) is provided with a plurality of screw holes (23).

7. A column-beam panel according to claim 1, wherein: The bottom of each of the plurality of support columns (7) is fixedly connected with a foot pad (24), and the outer wall of each of the plurality of support columns (7) is fixedly connected with a plurality of reinforcing strips (25).

8. A column-beam panel according to claim 1, wherein: The inner wall of the cement column (1) is fixedly connected with a plurality of steel bars (26), and the outer wall of each of the plurality of steel bars (26) is fixedly connected with a plurality of steel hoops (27).

Images