Beam column concrete pouring stage difference separation assembly

Abstract

The utility model discloses a beam column concrete pouring stage difference separating assembly which comprises a plurality of separating pieces and a connecting rod (4) connecting the separating pieces together. The separator comprises: a web (1); one end of the lifting handle (2) is connected to the upper part of one side of the web plate (1); the sleeve (3) is connected to the handle (2) above the web plate (1); wherein the connecting rods (4) respectively penetrate through the sleeves (3) of the plurality of separators and are connected to form a separator assembly body. According to the utility model, through the arrangement of the separation assembly, the concrete pouring at the junction of the beam column can be more uniform and accurate, and unnecessary holes or structural defects are avoided, so that the overall construction quality is improved; the problem that in the concrete pouring process, due to the fact that the bearing modes of columns and beams are different, settlement difference may be caused is solved; the differential separation assembly is beneficial for controlling the settlement differences, and structural deformation or inclination is avoided.

Description

Technical Field

[0001] This utility model relates to a partition component, specifically a beam-column concrete pouring differential partition component. Background Technology

[0002] Generally speaking, in current building engineering design, there is a difference in the grade of concrete used for frame columns and beams and slabs. Under normal circumstances, the design grade of concrete for frame columns is higher than that for beams and slabs. Therefore, in the construction of the main structure of a building, it is often necessary to carry out concrete grade separation operations during the concrete pouring process of beams and columns.

[0003] In summary, the current construction design uses wire mesh to separate the concrete gradations between beams and columns. However, this design is difficult to implement perfectly during construction because the concrete separation points are located in the reinforced concrete zone of the frame beams. This area has dense reinforcement, making it difficult to install and fix the wire mesh during or after the reinforcement installation process. To address this difficulty, airbags are often used instead of wire mesh for concrete gradation, but the results are poor and the operation is difficult. The main drawbacks of this traditional method of concrete gradation separation for beams and columns are: ① Difficult operation and high labor costs; ② Poor precision and reliability of separation, resulting in waste of high-grade concrete materials; ③ Visible defects after completion, leading to poor concrete surface quality.

[0004] Therefore, the key to solving the above-mentioned technical problems lies in developing a beam and column concrete pouring differential separation component that is easy to construct, highly applicable, and safe and reliable. Utility Model Content

[0005] To address the numerous defects and shortcomings in the aforementioned background technology, this utility model has made improvements and innovations, aiming to provide a simple, stable, and reliable beam-column concrete pouring differential separation component. By setting the separation component, the concrete pouring at the beam-column junction can be made more uniform and precise, avoiding unnecessary voids or structural defects, thereby improving the overall construction quality. It also solves the problem of settlement differences that may occur during concrete pouring due to the different load-bearing methods of columns and beams; the differential separation component helps control these settlement differences, preventing structural deformation or tilting. Simultaneously, while improving the overall construction quality of beam-column concrete pouring differential separation construction, it achieves the good effects of reduced labor efficiency, controllable material usage, and cost savings.

[0006] To solve the above problems and achieve the above-mentioned invention objectives, this utility model provides a beam-column concrete pouring differential separation component, which is achieved by adopting the following design structure and the following technical solution:

[0007] A beam-column concrete pouring grade separation component includes several separators and connecting rods that connect the separators together;

[0008] The partition includes: a web;

[0009] A handle, one end of which is attached to the upper side of the belly plate;

[0010] Sleeve, the sleeve is attached to the handle above the web;

[0011] The connecting rods pass through the sleeves of several separators to form the main body of the separator assembly.

[0012] Preferably, the web comprises:

[0013] Upper web plate, with one side of the middle of the upper web plate connected to the lower part of the handle;

[0014] The lower abdominal plate is connected to the lower part of the upper abdominal plate.

[0015] Preferably, the lower web plate and the upper web plate are fixedly connected, and the fixed connection is either a welded connection or directly processed into an integral structure.

[0016] Preferably, the lower web and the upper web are connected in an adjustable height.

[0017] The upper web is a long strip-shaped plate-like component, and a series of upper web connection holes are vertically opened through the lower part of the upper web;

[0018] The lower web is a long strip-shaped plate-like component, and the upper part of the lower web has a series of lower web connection holes that are adapted to the connection holes of the upper web.

[0019] The lower and upper web plates are detachably installed together via multiple locking components.

[0020] Preferably, a support portion is also connected to the lower middle part of the lower web plate, and the support portion is used to be snapped onto the stirrups on the adjacent sides below the steel reinforcement structure;

[0021] The support part is square or triangular, wherein the support part and the lower web plate are fixedly connected or integrally formed.

[0022] Preferably, the handle is T-shaped, with the upper end of the handle perpendicularly spaced from the upper surface of the web.

[0023] Preferably, the sleeve is a cylindrical structure with open ends and a hollow interior; the outer middle part of the sleeve is fixedly connected to the upper end of the handle, and the sleeve and the upper surface of the web are arranged in parallel and spaced apart.

[0024] The connecting rod is a cylindrical rod-shaped structure, and the outer diameter of the connecting rod is smaller than the inner diameter of the sleeve.

[0025] The working principle is as follows: Before using the above-mentioned beam-column concrete pouring differential separation component, the operator only needs to install the component that has already been manufactured as a backup.

[0026] Before use, the operators at the construction site first complete the fabrication and installation of the frame column steel bars, and then erect the formwork for the frame columns, beams, and slabs; next, after the formwork for the frame columns, beams, and slabs is erected, the beam and slab steel bars are fabricated and installed; after the beam and slab steel bars are fabricated and installed, this utility model can be installed at the steel bar structure of the beams and slabs and then it can be used.

[0027] In use, the operator first transports the processed and manufactured beam-column concrete pouring differential separation component of this utility model to the steel structure where it needs to be installed, for later use;

[0028] Then, based on the installation height of the steel reinforcement structure, the construction workers confirmed the optimal height of the partition. During construction, depending on the construction needs, the utility model determined whether the installation height was inclined or vertical. After the determination was completed, the height of each partition's web plate was adjusted. When adjusting the height of the partition, the locking pieces between the upper and lower web plates were first removed. After adjusting the height between the upper and lower web plates, the lower web plate was overlapped on the upper web plate, so that the connecting holes of the upper and lower web plates corresponded. Then, it was fastened together with several locking pieces. The above partition height adjustment steps were repeated until all the required number of partitions were adjusted. After the adjustment was completed, they were installed in sequence.

[0029] During installation, place each partition piece, which has been adjusted to the correct height, either tilted or vertically inside the steel structure. The support part of each partition piece should be engaged with the main reinforcement bars on the adjacent sides below the steel structure and pressed against the bottom of the positioning stirrups below. The handles connected to the upper part of each partition piece should be attached to the upper part of the corresponding positioning stirrups, and the partition pieces should be arranged side by side.

[0030] Then, the construction workers use the connecting rod to pass through the sleeve on one side of the steel structure to the other side. Then, they use steel wire to tie the connecting rod inside the sleeve to the steel bars on the upper part of the steel structure beam, thus completing the installation of this utility model.

[0031] Finally, after the beam and column concrete pouring and differential partition components are installed, the subsequent construction process, namely pouring the frame column concrete, can be carried out.

[0032] After use, the specific dismantling steps are as follows:

[0033] Finally, as time went on, the concrete pouring of the frame columns was completed, and the beam and slab concrete was poured before the final setting. That is, the partition components were removed after the initial setting of the frame column concrete and before the final setting, and the beam and slab concrete was poured, without the need to treat the construction joints.

[0034] The specific method for dismantling the concrete-cast graded partition components of beams and columns is as follows: First, the construction workers remove the reinforcing wires or lead wires binding the connecting rods to the upper reinforcing bars of the reinforced concrete beam. Then, the connecting rods can be pulled out of each sleeve. Next, the positioning stirrups used to fix the support are loosened or removed. Finally, the construction workers can grasp the handles and pull each partition piece out of the reinforced concrete structure. After cleaning and repairing with clean water, this utility model is taken to the designated tool storage warehouse for storage, ready for future reuse. This completes the dismantling of the concrete-cast graded partition components of beams and columns. After the dismantling of the concrete-cast graded partition components of beams and columns is completed, subsequent construction can be carried out according to relevant specifications.

[0035] The beneficial effects of this utility model compared with the prior art are:

[0036] 1. This utility model is simple to manufacture, convenient to construct, and recyclable. It can achieve standardized processing and production, and has strong applicability and versatility in actual operation. While meeting the design concept of grade difference in beam and column concrete, it can assist in the accurate calculation of the amount of higher grade concrete materials, avoid waste of higher grade concrete materials, effectively improve the overall construction quality when there is grade difference in beam and column concrete, conform to the concept of green construction, and has obvious innovation, quality advantages, and economic advantages.

[0037] 2. Because the present invention also inserts matching plugs into the connecting holes of the upper and lower web plates, it helps to prevent concrete leakage during the pouring process. The plugs seal the connecting holes, ensuring that the concrete can only flow within the designed area, thereby avoiding concrete waste and improving the compressive strength of the overall structure.

[0038] 3. The graded separation component of this utility model can prevent the difference in concrete strength in different parts, and solve the problem that uneven strength may occur when concrete is poured in different structures due to differences in height, structure, etc. The graded separation component with this design structure can effectively avoid this problem, so that the concrete strength at the beam-column connection can be evenly distributed.

[0039] 4. By setting up a separator component, this utility model can make the concrete pouring at the beam-column junction more uniform and precise, avoiding unnecessary voids or structural defects, thereby improving the overall construction quality; it also solves the problem that during the concrete pouring process, the different load-bearing methods of columns and beams may lead to settlement differences; the differential separator component helps to control these settlement differences and avoid structural deformation or tilting.

[0040] 5. This utility model can enhance the structural stability of beam-column connections. By using a stepped partition component, the connection between beams and columns is more robust, enhancing the structural stability and seismic performance, which is especially important in high-rise buildings and complex structures.

[0041] 6. This utility model has a novel design and reasonable structure. By using standardized partition components, it can reduce the uncertainty in manual operation, improve construction efficiency, and reduce rework caused by non-standard operation.

[0042] 7. This utility model can avoid concrete segregation. When pouring tall beam and column structures, concrete segregation is prone to occur. The grade separation component can effectively avoid this problem and ensure the uniformity of concrete during the pouring process.

[0043] 8. Because this utility model also has a galvanized layer, it can greatly improve the corrosion resistance of the components, extend their service life, and reduce maintenance costs. In addition, its appearance and environmental friendliness are also important advantages. Attached Figure Description

[0044] The specific embodiments of this utility model will be further described in detail below with reference to the accompanying drawings, wherein:

[0045] Figure 1 This is one of the usage state diagrams of this utility model;

[0046] Figure 2 This is the second diagram showing the usage state of this utility model;

[0047] Figure 3 This is one of the overall structural schematic diagrams of this utility model;

[0048] Figure 4 This is an exploded view of the present invention;

[0049] Figure 5 This is a top view of the present invention;

[0050] Figure 6 This is one of the schematic diagrams of the separator structure of this utility model;

[0051] Figure 7 This is the second schematic diagram of the separator structure of this utility model;

[0052] Figure 8 This is an exploded view of the separator of this utility model;

[0053] Figure 9 This is one of the usage state diagrams of another design structure of this utility model;

[0054] Figure 10This is the second usage diagram of another design structure of this utility model;

[0055] Figure 11 This is a schematic diagram of the overall structure of another design of this utility model;

[0056] Figure 12 This is an exploded view of a separator with another design structure of this utility model;

[0057] Figure 13 This is another design structure of the plug (14) component of this utility model;

[0058] Figure 14 This is another design structure of the plug (14) component of this utility model;

[0059] In the figure, the numbers are: 1—web plate, 11—upper web plate, 12—lower web plate, 13—support part, 14—end;

[0060] 2—Handle;

[0061] 3—Sleeve;

[0062] 4—Connecting rod;

[0063] 5—Locking components;

[0064] 6—Reinforced steel structure. Detailed Implementation

[0065] To make the technical means, inventive features, objectives, and effects of this utility model readily understandable, the technical solution of this utility model will be further described in detail below with reference to the accompanying drawings and specific embodiments. It should be noted that, unless otherwise specified, the embodiments and features in the embodiments of this application can be combined with each other. The present utility model will now be described in detail with reference to the accompanying drawings and embodiments.

[0066] like Figures 1 to 14 The beam-column concrete pouring grade separation component shown includes several separators and a connecting rod 4 that connects the separators together;

[0067] The partition includes: a web plate 1;

[0068] Handle 2, one end of handle 2 is connected to the upper side of the web plate 1;

[0069] Sleeve 3, sleeve 3 is connected to handle 2 above web plate 1;

[0070] Among them, the connecting rod 4 passes through the sleeve 3 of several separators and is connected to form the body of the separator assembly.

[0071] Furthermore, such as Figure 2 and Figure 3 As shown, the web 1 includes:

[0072] Upper web plate 11, the middle part of one side of the upper web plate 11 is connected to the lower part of the handle 2;

[0073] The lower abdominal plate 12 is connected to the lower part of the upper abdominal plate 11.

[0074] Specifically, such as Figure 3 and Figure 4 As shown, the lower web plate 12 and the upper web plate 11 are fixedly connected, and this fixed connection is either a welded connection or directly processed into an integral structure.

[0075] Specifically, the lower web plate 12 and the upper web plate 11 are connected in an adjustable height.

[0076] The upper web plate 11 is a long strip plate-shaped component, and a series of upper web plate connecting holes are vertically opened through the lower part of the upper web plate 11.

[0077] The lower web plate 12 is a long strip plate-shaped component, and the upper part of the lower web plate 12 has a series of lower web plate connection holes that are adapted to the connection holes of the upper web plate.

[0078] The lower web plate 12 and the upper web plate 11 are detachably installed together by multiple locking parts 5.

[0079] In this invention, the locking component 5 includes a bolt and a nut. Circular connecting holes are symmetrically arranged in the lower part of the upper web plate 11 and the upper middle part of the lower web plate 12, with a vertical spacing of 5 cm. By passing the locking component 5 through the corresponding upper and lower web plate connecting holes, the lower web plate 12 and the upper web plate 11 can be connected and fixed. The locking component 5 can be freely installed and removed, and the metal lower web plate 12 and the upper web plate 11 can be moved vertically and connected and fixed.

[0080] Specifically, such as Figure 7 and Figure 8 As shown, a support part 13 is also connected to the lower middle part of the lower web plate 12. The support part 13 is used to be snapped onto the stirrups on the adjacent sides below the steel reinforcement structure 6.

[0081] The support part 13 is square or triangular, wherein the support part 13 and the lower web plate 12 are fixedly connected or integrally formed.

[0082] Furthermore, such as Figure 1 As shown, the sleeve 3 is a cylindrical structure with open ends and hollow interior; the outer middle part of the sleeve 3 is fixedly connected to the upper end of the handle 2, and the sleeve 3 and the upper end face of the web plate 1 are arranged in parallel and spaced apart.

[0083] The connecting rod 4 is a cylindrical rod structure, and the outer diameter of the connecting rod 4 is smaller than the inner diameter of the sleeve 3.

[0084] Furthermore, the handle 2 has an overall "T" shape, and the upper end of the handle 2 is perpendicularly spaced from the upper surface of the web plate 1.

[0085] In summary, a more specific embodiment of this utility model is as follows:

[0086] Example 1 {The present invention is a tilted installation separator}

[0087] This embodiment uses the example of a height-adjustable connection between the lower web plate 12 and the upper web plate 11 as an illustration.

[0088] Before using the above-mentioned beam-column concrete pouring differential partition component, the operator only needs to install the already manufactured component as a backup.

[0089] Before use, the operators at the construction site first complete the fabrication and installation of the frame column steel bars, and then erect the formwork for the frame columns, beams, and slabs; next, after the formwork for the frame columns, beams, and slabs is erected, the beam and slab steel bars are fabricated and installed; after the beam and slab steel bars are fabricated and installed, this utility model can be installed at 6 points in the steel structure of the beams and slabs for use.

[0090] When in use, the operator first transports the processed and manufactured beam-column concrete pouring differential separation component of this utility model to the 6 locations of the steel reinforcement structure that need to be installed, for later use;

[0091] Then, based on the installation height of the steel reinforcement structure 6, the construction personnel confirmed the optimal height of the partition. During the construction process, this utility model determined that the installation height was inclined. After the determination was completed, the height of the web plate 1 of each partition was adjusted. When adjusting the height of the partition, the locking pieces 5 between the upper web plate 11 and the lower web plate 12 were first removed. After adjusting the height between the upper web plate 11 and the lower web plate 12, the lower web plate 12 was overlapped on the upper part of the upper web plate 11, so that the upper web plate connection hole and the lower web plate connection hole corresponded. Then, they were fastened together by several locking pieces 5. The above partition height adjustment steps were repeated until all the required number of partitions were adjusted. After the adjustment was completed, they were installed in sequence.

[0092] During installation, the partition pieces with adjusted heights are placed at an angle inside the steel structure 6, so that the support part 13 of each partition piece is engaged with the main reinforcement bars on the adjacent sides below the steel structure 6 and is pressed against the bottom of the positioning stirrups below. The handle 2 connected to the upper part of each partition piece is overlapped with the upper part of the corresponding positioning stirrups, and the partition pieces are arranged side by side.

[0093] Then, the construction workers use the connecting rod 4 to pass through the sleeve 3 on one side of the steel structure 6 to the other side. Then, they use steel wire to tie the connecting rod 4 inside the sleeve 3 to the steel bars on the upper part of the beam of the steel structure 6, thus completing the installation of this utility model.

[0094] Finally, after the beam and column concrete pouring and differential partition components are installed, the subsequent construction process, namely pouring the frame column concrete, can be carried out.

[0095] After use, the specific dismantling steps are as follows:

[0096] Finally, as time went on, the concrete pouring of the frame columns was completed, and the beam and slab concrete was poured before the final setting. That is, the partition components were removed after the initial setting of the frame column concrete and before the final setting, and the beam and slab concrete was poured, without the need to treat the construction joints.

[0097] The specific method for dismantling the concrete pouring grade separation components of beams and columns is as follows: First, the construction personnel remove the reinforcing wires or lead wires binding the connecting rods 4 and the upper reinforcing bars of the steel structure 6. Then, the connecting rods 4 can be pulled out from each sleeve 3. Next, the positioning stirrups used to fix the support 13 are loosened or removed. Finally, the construction personnel can grasp the handle 2 and pull each separation component out from the steel structure 6. After cleaning and repairing with clean water, this utility model is taken to the designated tool storage warehouse for storage, ready for future reuse, thus completing the dismantling of the concrete pouring grade separation components of beams and columns. After the dismantling of the concrete pouring grade separation components of beams and columns is completed, subsequent construction can be carried out according to relevant specifications.

[0098] Example 2 {Vertical Installation Separator of this Utility Model}

[0099] This embodiment 2 also uses the example of a height-adjustable connection between the lower web plate 12 and the upper web plate 11 as an illustration.

[0100] Before using the above-mentioned beam-column concrete pouring differential partition component, the operator only needs to install the already manufactured component as a backup.

[0101] Before use, the operators at the construction site first complete the fabrication and installation of the frame column steel bars, and then erect the formwork for the frame columns, beams, and slabs; next, after the formwork for the frame columns, beams, and slabs is erected, the beam and slab steel bars are fabricated and installed; after the beam and slab steel bars are fabricated and installed, this utility model can be installed at 6 points in the steel structure of the beams and slabs for use.

[0102] When in use, the operator first transports the processed and manufactured beam-column concrete pouring differential separation component of this utility model to the 6 locations of the steel reinforcement structure that need to be installed, for later use;

[0103] Then, based on the installation height of the steel reinforcement structure 6, the construction workers confirmed the optimal height of the partition. During the construction process, the utility model determined the vertical installation height according to the construction needs. After the determination was completed, the height of the web plate 1 of each partition was adjusted. When adjusting the height of the partition, the locking pieces 5 between the upper web plate 11 and the lower web plate 12 were first removed. After adjusting the height between the upper web plate 11 and the lower web plate 12, the lower web plate 12 was overlapped on the upper part of the upper web plate 11, so that the upper web plate connection hole and the lower web plate connection hole corresponded. Then, they were fastened together by several locking pieces 5. The above partition height adjustment steps were repeated until all the required number of partitions were adjusted. After the adjustment was completed, they were installed in sequence.

[0104] During installation, each partition piece with its height adjusted is placed vertically inside the steel structure 6, so that the support part 13 of each partition piece is engaged with the main reinforcement bars on the adjacent sides below the steel structure 6 and is tightly pressed against the bottom of the positioning stirrups below, so that the handle 2 connected to the upper part of each partition piece overlaps the upper part of the corresponding positioning stirrups, and so that each partition piece is arranged side by side.

[0105] Then, the construction workers use the connecting rod 4 to pass through the sleeve 3 on one side of the steel structure 6 to the other side. Then, they use steel wire to tie the connecting rod 4 inside the sleeve 3 to the steel bars on the upper part of the beam of the steel structure 6, thus completing the installation of this utility model.

[0106] Finally, after the beam and column concrete pouring and differential partition components are installed, the subsequent construction process, namely pouring the frame column concrete, can be carried out.

[0107] After use, the specific dismantling steps are as follows:

[0108] Finally, as time went on, the concrete pouring of the frame columns was completed, and the beam and slab concrete was poured before the final setting. That is, the partition components were removed after the initial setting of the frame column concrete and before the final setting, and the beam and slab concrete was poured, without the need to treat the construction joints.

[0109] The specific method for dismantling the concrete pouring differential partition components of beams and columns is as follows: First, the construction workers remove the reinforcing wire ties between the connecting rod 4 and the upper reinforcing bars of the steel structure 6 beam. Then, the connecting rod 4 can be pulled out from each sleeve 3. Next, the positioning stirrups used to fix the support 13 are loosened or removed. Finally, the construction workers can grasp the handle 2 and pull each partition piece out from the steel structure 6, completing the dismantling of the concrete pouring differential partition components of beams and columns. After the dismantling of the concrete pouring differential partition components of beams and columns is completed, the construction joints of the beam and column concrete are treated according to relevant specifications. After the construction joints of the beam and column concrete are treated, the beam and slab concrete pouring and subsequent construction are carried out.

[0110] Example 3

[0111] like Figure 9 and Figures 11 to 14 As shown, this embodiment 3 is the same as embodiment 1 and embodiment 2, except that a plug 14 is also installed on the web plate 1. The plug 14 is detachably installed on each upper web plate connecting hole and lower web plate connecting hole.

[0112] More specifically, such as Figure 13 As shown, the plug 14 is cylindrical or a frustum-shaped structure with one end larger than the other. The shape and size of the plug 14 with the frustum-shaped structure are adapted to the upper web plate connecting hole and the lower web plate connecting hole, and it is used to be tightly installed with the upper web plate connecting hole and the lower web plate connecting hole. The total number of plugs 14 is the same as the total number of upper web plate connecting holes and lower web plate connecting holes.

[0113] More specifically, such as Figure 12 and Figure 13 As shown, the plug 14 and the web 1 are either separate structures or a single unit: wherein,

[0114] The split structure is that the plug 14 is detachably installed on the upper web plate connection hole and the lower web plate connection hole by plugging or snapping.

[0115] The integrated structure is formed by connecting the fixed end of the plug 14 to the outer wall of the upper web plate 11 and the lower web plate 12 via a connecting strap, thus forming an integral structure. The working end of the plug 14 is detachably installed on the upper web plate connection hole and the lower web plate connection hole by plugging or snapping.

[0116] In this invention, the plug 14 is inserted into the connection hole of the upper web plate and the connection hole of the lower web plate, which helps to prevent concrete leakage during the pouring process. The plug 14 seals the connection hole, ensuring that the concrete can only flow within the designed area, thereby avoiding concrete waste and improving the compressive strength of the overall structure.

[0117] In this embodiment 3, after the adjustment of this utility model is completed, the operator only needs to use the plugs 14 to install and seal the connecting holes of the upper web plate of this utility model, such as... Figures 9-14 As shown, since the plugs 14 that are adapted to each of the upper web plate connection holes and the lower web plate connection holes are also inserted, it helps to prevent concrete leakage during the pouring process. The plugs 14 seal the connection holes, ensuring that the concrete can only flow within the design area, thereby avoiding concrete waste and improving the compressive strength of the overall structure.

[0118] Other uses are the same as those of this utility model, and will not be repeated here.

[0119] In summary, the advantages of this embodiment 3 in the specific implementation are:

[0120] 1. This utility model is equipped with a plug, which can effectively seal the connection hole to prevent concrete from leaking from the connection hole during the pouring process, and ensure that the poured concrete maintains its integrity and is not affected by external interference.

[0121] On the other hand, setting plugs helps control the fluidity of concrete, preventing it from flowing to unwanted places during the pouring process due to unblocked connection holes, ensuring the direction and position of concrete flow, and guaranteeing the accuracy of the pouring process.

[0122] 2. The plug of this utility model helps maintain the stability of the beam-column connection, avoids uneven settlement or deformation during concrete pouring, ensures a stronger connection between beams and columns, and improves the overall stability of the structure; improves construction quality: at the same time, the plug can prevent the entry of air bubbles and impurities, avoid damage to the concrete quality during pouring, ensure the final concrete strength and uniformity, thereby improving construction quality.

[0123] 3. This utility model features a plug shaped like a frustum with one large end and the other small, forming a natural conical contact surface. This design helps the plug to better and more tightly fit against the hole wall, improving the sealing performance between the plug and the hole wall. Especially during high-pressure casting, it can withstand a certain amount of external force without leakage, ensuring that it is not easily detached once installed.

[0124] Example 4

[0125] This embodiment 4 is the same as other embodiments, except that the web plate 1, handle 2, sleeve 3, connecting rod 4 and locking part 5 are all made of Q235 ordinary carbon structural steel and the surface is galvanized.

[0126] Therefore, when this embodiment 4 is used, it can greatly improve the corrosion resistance of the components, extend their service life, and reduce maintenance costs. In addition, its appearance and environmental friendliness are also important advantages.

[0127] Other uses are the same as those of this utility model, and will not be repeated here.

[0128] Finally, it should be noted that the above description is merely a preferred embodiment of this utility model and is not intended to limit the utility model in any other way. Any person skilled in the art may make changes or modifications to the above-disclosed technical content to create equivalent embodiments. However, any simple modifications, equivalent changes, and modifications made to the above embodiments based on the technical essence of this utility model without departing from its technical solution shall still fall within the protection scope of this utility model.

Claims

1. A beam-column concrete pouring differential separation component, characterized in that, Includes several partitions and a connecting rod (4) that connects the partitions together; The partition includes: a web (1); Handle (2), one end of which is connected to the upper side of the web plate (1); Sleeve (3), sleeve (3) is connected to the handle (2) above the web plate (1); Among them, the connecting rod (4) passes through the sleeve (3) of several partition pieces and is connected to the body of the partition assembly.

2. The beam-column concrete pouring differential separation component according to claim 1, characterized in that, The web (1) includes: Upper web plate (11), the middle part of one side of the upper web plate (11) is connected to the lower part of the handle (2); The lower abdominal plate (12) is connected to the lower part of the upper abdominal plate (11).

3. The beam-column concrete pouring differential separation component according to claim 2, characterized in that, The lower web plate (12) and the upper web plate (11) are fixedly connected, either by welding or by directly processing them into an integral structure.

4. The beam-column concrete pouring differential separation component according to claim 2, characterized in that, The lower web (12) and the upper web (11) are connected in an adjustable height. The upper web plate (11) is a long strip plate-shaped component, and the lower part of the upper web plate (11) has a series of upper web plate connection holes that are vertically opened through it; The lower web (12) is a long strip plate-shaped component. The upper part of the lower web (12) has a series of lower web connection holes that are adapted to the connection holes of the upper web. The lower web plate (12) and the upper web plate (11) are detachably installed together by multiple locking parts (5).

5. The beam-column concrete pouring differential separation component according to any one of claims 2 to 4, characterized in that, The lower end of the lower web (12) is also connected to a support (13), which is used to be snapped onto the stirrups on the adjacent sides below the steel structure (6). The support part (13) is square or triangular, wherein the support part (13) and the lower web plate (12) are fixedly connected or integrally formed.

6. The beam-column concrete pouring differential separation component according to claim 1, characterized in that, The handle (2) is T-shaped, and the upper end of the handle (2) is perpendicularly spaced from the upper end of the web (1).

7. The beam-column concrete pouring differential separation component according to claim 1, characterized in that, The sleeve (3) is a cylindrical structure with open ends and hollow interior; the outer middle part of the sleeve (3) is fixedly connected to the upper end of the handle (2), and the sleeve (3) and the upper end face of the web (1) are arranged in parallel and spaced apart. The connecting rod (4) is a cylindrical rod structure, and the outer diameter of the connecting rod (4) is smaller than the inner diameter of the sleeve (3).

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