A multi-form stable node core area prefabricated component

Abstract

The application relates to the technical field of prefabricated components, and more particularly discloses a multi-form stable node core area prefabricated component which comprises a concrete assembly, the top of the concrete assembly is fixedly connected with a connecting assembly, the periphery of the concrete assembly is movably clamped with convex sealing blocks, and the top of the concrete assembly is movably sleeved with a honeycomb assembly; in the construction process, the bearing column component needs to be connected and strengthened by supporting steel bars, then the expansion of the honeycomb assembly and the side wall in the honeycomb assembly are blocked after the expansion of the component is absorbed by taking out the assembly, then the honeycomb assembly is separated from the concrete main body by pulling the taking-out assembly, then the honeycomb assembly and the concrete main body are separated, then the component is installed outside the steel bars, then cement mortar is poured into the honeycomb positioning groove, and the connection between the components and the connection between the component and the steel bars are completed.

Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of prefabricated components, and more particularly to a multi-form stabilized node core area prefabricated component. BACKGROUND

[0002] The core area prefabricated component refers to the prefabricated building component used in the core area of the building (usually the key parts such as beam-column intersection and node); the core area prefabricated component refers to the concrete component inside the steel bar cage composed of stirrups and longitudinal bars, which is prefabricated in the factory and assembled at the construction site; the existing prefabricated component includes plate type prefabricated component: such as floor slab, wallboard, roof panel, etc., suitable for industrial plants and commercial buildings. Column type prefabricated component: including load-bearing column, anti-seismic column, etc., capable of bearing large vertical load and having good seismic capacity. Beam type prefabricated component: such as load-bearing beam, stair beam, guardrail beam, etc., having good load-bearing performance and seismic performance.

[0003] Among them, in order to ensure the rapid establishment of the building frame during the construction process, the load-bearing column component is an important means to shorten the establishment of the frame.

[0004] The existing load-bearing column component has some deficiencies in the process of use. In order to meet the height requirement of the load-bearing column, the existing load-bearing column component often needs to be spliced with multiple components to meet the height requirement of the load-bearing column. In order to ensure the stability of the load-bearing column during splicing and installation, the load-bearing column needs to be connected with the foundation through steel bars, and after connection, the connection needs to be poured with concrete to achieve the purpose of stable connection. However, in the process of connecting the existing component with the steel bar, it is not convenient for the steel bar to pass through the component as a whole, so it is not convenient for the integrity of the connecting steel bar of the load-bearing column, and it is not convenient for the connection between the adjacent two load-bearing column components. SUMMARY

[0005] In order to overcome the above-mentioned defects of the prior art, the present application provides a multi-form stabilized node core area prefabricated component to solve the problems existing in the background art.

[0006] The present application provides the following technical scheme: a multi-form stabilized node core area prefabricated component, comprising a concrete assembly, a connecting assembly is fixedly connected to the top of the concrete assembly, a convex sealing block is movably connected around the concrete assembly, a honeycomb assembly is movably sleeved on the top of the concrete assembly, a bottom sealing plate is movably connected to the bottom of the concrete assembly, and a taking-out assembly is movably connected to the inner side of the honeycomb assembly.

[0007] Further, the concrete assembly comprises a concrete body, the concrete body is provided with convex positioning blocks around, the top of the concrete body is provided with a honeycomb positioning groove, the bottom of the concrete body is fixedly connected with first L-shaped isolation blocks at four corners, the bottom of the concrete body is fixedly connected with first strip-shaped isolation blocks at four edges, the middle of the bottom of the concrete body is fixedly connected with a first square isolation block, and the inner side of the concrete body is fixedly connected with a third strip-shaped isolation block.

[0008] Further, the connecting assembly comprises a connecting block body, second stop blocks are fixedly connected at four corners of the top of the connecting block body, fourth strip-shaped isolation blocks are fixedly connected at four edges of the top of the connecting block body, a grouting hole is arranged at the top of the connecting block body, a second square isolation block is fixedly connected at the middle of the top of the connecting block body, fifth strip-shaped isolation blocks are fixedly connected at the middle of the top of the connecting block body, first stop blocks are fixedly connected at four edges of the top of the connecting block body, and a third stop block is fixedly connected at the middle of the top of the connecting block body.

[0009] Further, the honeycomb assembly comprises a first hexagonal tube, a second hexagonal tube is fixedly connected to the outer side of the first hexagonal tube, a third hexagonal tube is fixedly connected to the outer side of the second hexagonal tube, a T-shaped sliding block is fixedly connected to the outer side of the third hexagonal tube, and a strip-shaped notch is arranged on each face of the outer side of the first hexagonal tube, the contact faces of the second hexagonal tube and the first hexagonal tube and the third hexagonal tube, and the contact face of the third hexagonal tube and the second hexagonal tube.

[0010] Further, the taking-out assembly comprises a fixed circular plate, a filling block is fixedly connected to the top of the fixed circular plate, a positioning shallow groove is arranged at the outer side of the filling block at the connecting position of the top of the fixed circular plate, a square notch is arranged on the outer side of the filling block, and a sealing port is arranged on the top of the filling block.

[0011] Further, T-shaped sliding grooves are arranged around the inner side of the honeycomb positioning groove, the size of the T-shaped sliding grooves on the inner side of the honeycomb positioning groove and the size of the T-shaped sliding block are matched with each other, the shape of the inner side of the honeycomb positioning groove and the shape of the honeycomb assembly are matched with each other, and the strip-shaped notch is arranged to the bottom of the honeycomb assembly.

[0012] Further, the concrete body is provided with a reinforcing steel bar inside for enhancing the overall strength, and the convex positioning blocks are matched with the convex sealing blocks in tolerance in terms of shape and size.

[0013] Further, the bottom of the concrete body is provided with a sinking groove, the distance between the bottom of the first L-shaped isolation block and the bottom of the concrete body is matched with the thickness of the connecting assembly, the thickness of the second strip-shaped isolation block is the same as the thickness of the connecting assembly, and the distance between the top of the second strip-shaped isolation block and the top of the concrete body is the same as the height of the honeycomb assembly.

[0014] Further, the shape of the first square isolation block is the same as that of the second square isolation block, the shape of the third strip-shaped isolation block is the same as that of the fifth strip-shaped isolation block, and the shape of the first strip-shaped isolation block is the same as that of the fourth strip-shaped isolation block.

[0015] Technical effects and advantages of the present application:

[0016] 1. In the process of using the present application, whether the load-bearing column component needs to be penetrated by steel bars through the whole load-bearing column is determined according to the actual construction requirements, if the steel bars do not need to penetrate the whole load-bearing column, the bottom sealing plate at the bottom of the component is removed, and the whole component is installed on the top of another component, so that the bottom of the first L-shaped isolation block falls on the top of the connecting block body, the bottom of the second strip-shaped isolation block falls on the top of the first stop block, the bottom of the first square isolation block falls on the top of the second square isolation block, the bottom of the first strip-shaped isolation block falls on the top of the fourth strip-shaped isolation block, and the bottom of the third strip-shaped isolation block falls on the top of the fifth strip-shaped isolation block, and since the bottom of the concrete body is provided with a sinking groove, and the size of the sinking groove is matched with the size of the connecting block body, the concrete body can seal the gap between the connecting block body and the fourth strip-shaped isolation block, the gap between the adjacent fourth strip-shaped isolation blocks, and the gap between the first stop block and the fourth strip-shaped isolation block, then cement mortar is injected into the grouting hole, the cement mortar enters the honeycomb assembly through the grouting hole, and then the mortar is evenly injected into the inside of the honeycomb assembly through the strip-shaped notches outside the first, second and third hexagonal tubes, and the mortar falls to the bottom of the honeycomb assembly and is dispersed between the gap between the top of the connecting assembly and the bottom of the concrete assembly, thereby connecting the two components, and the connected components can be uniformly positioned according to the actual construction requirements, which facilitates the quick installation and positioning of the load-bearing column in the construction process, the building frame can be quickly spliced, and the construction efficiency is effectively ensured.

[0017] 2. The bottom sealing plate is removed, the assembly is inserted into the honeycomb assembly, the bottom of the honeycomb assembly is positioned through the positioning shallow groove, the filling block and the square notch, then clean water is injected into the honeycomb assembly, the water is absorbed by the assembly to expand and block the side wall inside the honeycomb assembly, then the assembly is pulled to separate the honeycomb assembly from the concrete body, then all the honeycomb assemblies are separated from the concrete body, the component is installed outside the steel bar, cement mortar is poured into the honeycomb positioning groove, the connection between the components and the connection between the components and the steel bar are completed.

[0018] 3. When the component is located at the top and needs to be connected with the cross beam, the convex sealing block is removed, the cross beam is placed in the convex positioning block, and the two sides of the convex positioning block are grouted with mortar to complete the fixation of the cross beam, so that the frame of the building construction can be quickly processed. BRIEF DESCRIPTION OF DRAWINGS

[0019] Figure 1 It is a schematic diagram of the overall structure of the application.

[0020] Figure 2 It is a schematic diagram of the bottom installation structure of the application.

[0021] Figure 3 It is a schematic diagram of the top installation structure of the application.

[0022] Figure 4 It is a schematic diagram of the top structure of the concrete assembly of the application.

[0023] Figure 5 It is a schematic diagram of the bottom structure of the concrete assembly of the application.

[0024] Figure 6 It is a schematic diagram of the top structure of the honeycomb assembly of the application.

[0025] Figure 7 It is a schematic diagram of the bottom structure of the honeycomb assembly of the application.

[0026] Figure 8 It is a schematic diagram of the installation structure of the assembly of the application.

[0027] Figure 9 It is a schematic diagram of the structure of the assembly of the application.

[0028] The reference signs are: 1, concrete assembly; 101, concrete main body; 102, convex positioning block; 103, honeycomb positioning groove; 104, first L-shaped isolation block; 105, first strip-shaped isolation block; 106, first square-shaped isolation block; 107, second strip-shaped isolation block; 108, third strip-shaped isolation block; 2, connecting assembly; 201, connecting block main body; 202, fourth strip-shaped isolation block; 203, grouting hole; 204, second square-shaped isolation block; 205, fifth strip-shaped isolation block; 206, first stop block; 207, second stop block; 208, third stop block; 3, convex sealing block; 4, honeycomb assembly; 401, first hexagonal tube; 402, second hexagonal tube; 403, third hexagonal tube; 404, T-shaped sliding block; 405, strip-shaped notch; 5, bottom sealing plate; 6, taking-out assembly; 601, fixed circular plate; 602, positioning shallow groove; 603, filling block; 604, square-shaped notch; 605, sealing port. DETAILED DESCRIPTION

[0029] The technical solutions in the present application will be described clearly and completely below in combination with the drawings in the present application, and additionally, the forms of each structure described in the following embodiments are only examples, and the multi-form stable node core area prefabricated component involved in the present application is not limited to each structure described in the following embodiments. All other embodiments obtained by those of ordinary skill in the art without making creative efforts belong to the scope of protection of the present application.

[0030] REFERENCE Figures 1 to 9 The present application provides a multi-form stable node core area prefabricated component, which comprises a concrete assembly 1, the top of the concrete assembly 1 is fixedly connected with a connecting assembly 2, the periphery of the concrete assembly 1 is movably clamped with a convex sealing block 3, the top of the concrete assembly 1 is movably sleeved with a honeycomb assembly 4, the bottom of the concrete assembly 1 is movably clamped with a bottom sealing plate 5, and the inner side of the honeycomb assembly 4 is movably connected with a taking-out assembly 6; when the component is located at the top and needs to be connected with a cross beam, the convex sealing block 3 is removed, the cross beam is placed in the convex positioning block 102, and then the two sides of the convex positioning block 102 are grouted with mortar, so that the fixing of the cross beam is completed, and the frame of the building construction can be quickly processed.

[0031] In a preferred embodiment, the concrete assembly 1 comprises a concrete main body 101, the periphery of the concrete main body 101 is provided with a convex positioning block 102, the top of the concrete main body 101 is provided with a honeycomb positioning groove 103, the four corners of the bottom of the concrete main body 101 are fixedly connected with a first L-shaped isolation block 104, the four edges of the bottom of the concrete main body 101 are fixedly connected with a first strip-shaped isolation block 105, the middle of the bottom of the concrete main body 101 is fixedly connected with a first square-shaped isolation block 106, and the middle of the inner side of the concrete main body 101 is fixedly connected with a third strip-shaped isolation block 108.

[0032] In a preferred embodiment, the connecting assembly 2 comprises a connecting block body 201, four second stop blocks 207 are fixedly connected to the top of the connecting block body 201, a fourth strip-shaped isolation block 202 is fixedly connected to each of the four edges of the top of the connecting block body 201, a grouting hole 203 is formed in the top of the connecting block body 201, a second square isolation block 204 is fixedly connected to the middle of the top of the connecting block body 201, a fifth strip-shaped isolation block 205 is fixedly connected to the middle of the top of the connecting block body 201, a first stop block 206 is fixedly connected to each of the four edges of the top of the connecting block body 201, and a third stop block 208 is fixedly connected to the middle of the top of the connecting block body 201; during use, whether the load-bearing column component needs to be penetrated by steel bars is determined according to actual construction requirements, if the load-bearing column component does not need to be penetrated by steel bars, the bottom sealing plate 5 at the bottom of the component is removed, the whole component is installed on the top of another component, so that the bottom of the first L-shaped isolation block 104 falls on the top of the connecting block body 201, the bottom of the second strip-shaped isolation block 107 falls on the top of the first stop block 206, the bottom of the first square isolation block 106 falls on the top of the second square isolation block 204, the bottom of the first strip-shaped isolation block 105 falls on the top of the fourth strip-shaped isolation block 202, and the bottom of the third strip-shaped isolation block 108 falls on the top of the fifth strip-shaped isolation block 205, and since the bottom of the concrete body 101 is provided with a sinking groove, and the size of the sinking groove matches the size of the connecting block body 201, the concrete body 101 can seal the gaps between the connecting block body 201 and the fourth strip-shaped isolation block 202, the gaps between the adjacent fourth strip-shaped isolation blocks 202, and the gaps between the first stop block 206 and the fourth strip-shaped isolation block 202, then cement mortar is injected into the grouting hole 203, the cement mortar enters the honeycomb assembly 4 through the grouting hole 203, and then the cement mortar is evenly injected into the inside of the honeycomb assembly 4 through the strip-shaped notches 405 on the outside of the first, second, and third hexagonal tubes 401, 402, and 403, and after the cement mortar falls to the bottom of the honeycomb assembly 4, it is dispersed between the gaps between the top of the connecting assembly 2 and the bottom of the concrete assembly 1, thereby connecting the two components, and the connected components can be uniformly positioned according to actual construction requirements, which facilitates the quick installation and positioning of the load-bearing column during construction, the building frame can be quickly spliced, and the construction efficiency is effectively ensured.

[0033] In a preferred implementation, the honeycomb assembly 4 comprises a first hexagonal tube 401, the outer side of the first hexagonal tube 401 is fixedly connected with a second hexagonal tube 402, the outer side of the second hexagonal tube 402 is fixedly connected with a third hexagonal tube 403, the outer side of the third hexagonal tube 403 is fixedly connected with a T-shaped sliding block 404, and each side of the outer side of the first hexagonal tube 401, the contact surface between the second hexagonal tube 402 and the first hexagonal tube 401 and the third hexagonal tube 403, and the contact surface between the third hexagonal tube 403 and the second hexagonal tube 402 are all provided with a strip-shaped notch 405.

[0034] In a preferred implementation, the extraction assembly 6 comprises a fixed circular plate 601, the top of the fixed circular plate 601 is fixedly connected with a filling block 603, the top of the fixed circular plate 601 is provided with a positioning shallow groove 602 outside the connection position of the filling block 603, the outer side of the filling block 603 is provided with a square notch 604, and the top of the filling block 603 is provided with a sealing port 605; during the construction process, when the load-bearing column component needs to be connected and strengthened by the supporting steel bars during the connection process, first, the bottom sealing plate 5 is removed, the extraction assembly 6 is inserted into the honeycomb assembly 4, the bottom of the honeycomb assembly 4 is positioned through the positioning shallow groove 602, the filling block 603, and the square notch 604, then clean water is injected into the honeycomb assembly 4, then the extraction assembly 6 absorbs water and expands to block the side wall inside the honeycomb assembly 4, then the extraction assembly 6 is pulled to separate the honeycomb assembly 4 from the concrete main body 101, then after all the honeycomb assemblies 4 are separated from the concrete main body 101, the component can be installed outside the steel bars, and then cement mortar is poured into the honeycomb positioning groove 103, so that the connection between the components and the connection between the components and the steel bars are completed.

[0035] In a preferred implementation, the inner side of the honeycomb positioning groove 103 is provided with a T-shaped sliding groove around the periphery, the size of the T-shaped sliding groove on the inner side of the honeycomb positioning groove 103 matches the size of the T-shaped sliding block 404, the shape of the inner side of the honeycomb positioning groove 103 matches the shape of the honeycomb assembly 4, and the strip-shaped notch 405 is provided to the bottom of the honeycomb assembly 4.

[0036] In a preferred implementation, the inside of the concrete main body 101 is provided with a steel bar for strengthening the overall strength, and the shape and size of the convex positioning block 102 match the shape and size of the cross section of the convex sealing block 3.

[0037] In a preferred embodiment, the bottom of the concrete body 101 is provided with a sinking groove, the distance between the bottom of the first L-shaped isolation block 104 and the bottom of the concrete body 101 is matched with the thickness of the connecting assembly 2, the thickness of the second strip-shaped isolation block 107 is the same as the thickness of the connecting assembly 2, and the distance between the top of the second strip-shaped isolation block 107 and the top of the concrete body 101 is the same as the height of the honeycomb assembly 4.

[0038] In a preferred embodiment, the shape of the first square-shaped isolation block 106 is the same as that of the second square-shaped isolation block 204, the shape of the third strip-shaped isolation block 108 is the same as that of the fifth strip-shaped isolation block 205, and the shape of the first strip-shaped isolation block 105 is the same as that of the fourth strip-shaped isolation block 202.

[0039] The working principle of the present application is as follows: in the process of use, whether the load-bearing column component needs to be penetrated by steel bars is determined according to actual construction requirements, if the load-bearing column does not need to be penetrated by steel bars, the bottom sealing plate 5 at the bottom of the component is removed, the whole component is installed on the top of another component, so that the bottom of the first L-shaped isolation block 104 falls on the top of the connecting block body 201, the bottom of the second strip-shaped isolation block 107 falls on the top of the first stop block 206, the bottom of the first square-shaped isolation block 106 falls on the top of the second square-shaped isolation block 204, the bottom of the first strip-shaped isolation block 105 falls on the top of the fourth strip-shaped isolation block 202, and the bottom of the third strip-shaped isolation block 108 falls on the top of the fifth strip-shaped isolation block 205, and since the bottom of the concrete body 101 is provided with a sinking groove, and the size of the sinking groove is matched with the size of the connecting block body 201, the concrete body 101 can seal the gap between the second stop block 207 and the fourth strip-shaped isolation block 202, the gap between the adjacent fourth strip-shaped isolation blocks 202, and the gap between the first stop block 206 and the fourth strip-shaped isolation block 202, then cement mortar is injected into the grouting hole 203, the cement mortar enters the honeycomb assembly 4 through the grouting hole 203, and then the mortar is uniformly injected into the inside of the honeycomb assembly 4 through the strip-shaped gaps 405 outside the first, second and third hexagonal tubes 401, 402 and 403, and the mortar falls to the bottom of the honeycomb assembly 4 and is dispersed between the gap between the top of the connecting assembly 2 and the bottom of the concrete assembly 1, thereby connecting the two components, and the connected components can be uniformly positioned according to actual construction requirements, which facilitates the quick installation and positioning of the load-bearing column in the construction process, the building frame can be quickly spliced, and the construction efficiency is effectively ensured.

[0040] In the process of construction, the load-bearing column component needs to be connected and strengthened by supporting steel bars during the connection process. First, remove the bottom sealing plate 5, insert the extraction assembly 6 into the honeycomb assembly 4, and position the bottom of the honeycomb assembly 4 through the positioning shallow groove 602, the filling block 603 and the square notch 604. Then inject clean water into the honeycomb assembly 4, and then the extraction assembly 6 absorbs water to expand and block the side wall inside the honeycomb assembly 4. Then pull the extraction assembly 6 to separate the honeycomb assembly 4 from the concrete main body 101. Then separate all the honeycomb assemblies 4 from the concrete main body 101, and then install the component outside the steel bar. Then pour cement mortar into the honeycomb positioning groove 103 to complete the connection between the components and the connection between the components and the steel bars.

[0041] When the component is located at the top and needs to be connected with the cross beam, remove the convex sealing block 3, place the cross beam in the convex positioning block 102, and then pour mortar on both sides of the convex positioning block 102 to complete the fixation of the cross beam, so that the frame of the building construction can be quickly processed.

[0042] Finally, it should be noted that in the description of the present application, unless otherwise specified and limited, the terms "installation", "connection", "connection" should be understood broadly, which can be mechanical connection or electrical connection, or the communication between two elements, or direct connection. "Up", "down", "left", "right" and the like are only used to represent the relative positional relationship, and when the absolute position of the described object changes, the relative positional relationship may change;

[0043] Secondly, the drawings of the disclosed embodiments only involve the structures related to the disclosed embodiments, and other structures can be referred to the usual design. In the case of no conflict, the same embodiment and different embodiments of the present application can be combined with each other;

[0044] Finally, the above only describes the preferred embodiments of the present application and does not limit the present application. Any modification, equivalent replacement, improvement, etc. within the spirit and principles of the present application shall be included in the protection scope of the present application.

Claims

1. A multi-form stabilized nodal core zone precast component comprising a concrete assembly (1), characterized in that: The top of the concrete component (1) is fixedly connected with a connecting component (2), the periphery of the concrete component (1) is movably clamped with a convex sealing block (3), the top of the concrete component (1) is movably sleeved with a honeycomb component (4), the bottom of the concrete component (1) is movably clamped with a bottom sealing plate (5), and the inner side of the honeycomb component (4) is movably connected with a taking-out component (6). The concrete component (1) comprises a concrete main body (101), the periphery of the concrete main body (101) is provided with a convex positioning block (102), the top of the concrete main body (101) is provided with a honeycomb positioning groove (103), the bottom of the concrete main body (101) is fixedly connected with a first L-shaped isolation block (104) at four corners, the bottom of the concrete main body (101) is fixedly connected with a first strip-shaped isolation block (105) at four edges, and the bottom of the concrete main body (101) is fixedly connected with a first square isolation block (106) at the middle. The connecting component (2) comprises a connecting block main body (201), the top of the connecting block main body (201) is fixedly connected with a second stop block (207) at four corners, the top of the connecting block main body (201) is fixedly connected with a fourth strip-shaped isolation block (202) at four edges, the top of the connecting block main body (201) is provided with a grouting hole (203), the top of the connecting block main body (201) is fixedly connected with a second square isolation block (204) at the middle, the top of the connecting block main body (201) is fixedly connected with a fifth strip-shaped isolation block (205) at the middle, the top of the connecting block main body (201) is fixedly connected with a first stop block (206) at four edges, and the top of the connecting block main body (201) is fixedly connected with a third stop block (208) at the middle. Without the need of penetrating the whole load-bearing column with steel bars, the bottom sealing plate (5) at the bottom of the component is removed, and the whole component is installed on the top of another component, so that the bottom of the first L-shaped isolation block (104) falls on the top of the connecting block main body (201), the bottom of the second strip-shaped isolation block (107) falls on the top of the first stop block (206), the bottom of the first square isolation block (106) falls on the top of the second square isolation block (204), the bottom of the first strip-shaped isolation block (105) falls on the top of the fourth strip-shaped isolation block (202), and the bottom of the third strip-shaped isolation block (108) falls on the top of the fifth strip-shaped isolation block (205).

2. A multi-form stabilized node core district precast component according to claim 1, wherein: The honeycomb assembly (4) comprises a first hexagonal tube (401), the outer side of the first hexagonal tube (401) is fixedly connected with a second hexagonal tube (402), the outer side of the second hexagonal tube (402) is fixedly connected with a third hexagonal tube (403), the outer side of the third hexagonal tube (403) is fixedly connected with a T-shaped slider (404), and each side of the first hexagonal tube (401), the contact surface of the second hexagonal tube (402) and the first hexagonal tube (401) and the third hexagonal tube (403) and the contact surface of the third hexagonal tube (403) and the second hexagonal tube (402) are all provided with a strip-shaped notch (405).

3. A multi-form stabilized node core district precast component according to claim 1, wherein: The taking-out assembly (6) comprises a fixed circular plate (601), the top of the fixed circular plate (601) is fixedly connected with a filling block (603), the top of the fixed circular plate (601) is provided with a positioning shallow groove (602) outside the connecting position of the filling block (603), the outer side of the filling block (603) is provided with a square notch (604), and the top of the filling block (603) is provided with a sealing port (605).

4. A multi-form stabilized node core district precast component according to claim 2, wherein: The inner side of the honeycomb positioning groove (103) is provided with a T-shaped sliding groove around, the size of the T-shaped sliding groove in the honeycomb positioning groove (103) is matched with the size of the T-shaped slider (404), the shape of the inner side of the honeycomb positioning groove (103) is matched with the shape of the honeycomb assembly (4), and the strip-shaped notch (405) is arranged to the bottom of the honeycomb assembly (4).

5. A multi-form stabilized node core district precast component according to claim 1, wherein: The concrete main body (101) is provided with a reinforcing bar inside for enhancing the overall strength, and the shape and size of the convex positioning block (102) are matched with the shape and size of the cross section of the convex sealing block (3).

6. A multi-form stabilized node core district precast component according to claim 1, wherein: The bottom of the concrete main body (101) is provided with a sinking groove, the distance between the bottom of the first L-shaped isolation block (104) and the bottom of the concrete main body (101) is matched with the thickness of the connecting assembly (2), the thickness of the second strip-shaped isolation block (107) is the same as the thickness of the connecting assembly (2), and the distance between the top of the second strip-shaped isolation block (107) and the top of the concrete main body (101) is the same as the height of the honeycomb assembly (4).

7. A multi-form stabilized node core district precast component according to claim 1, wherein: The shape of the first square isolation block (106) is the same as that of the second square isolation block (204), the shape of the third strip-shaped isolation block (108) is the same as that of the fifth strip-shaped isolation block (205), and the shape of the first strip-shaped isolation block (105) is the same as that of the fourth strip-shaped isolation block (202).

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