Prefabricated part with settlement retarding structure

Abstract

The utility model provides a prefabricated part with a sedimentation retarding structure, which belongs to the field of prefabricated parts and comprises a foundation, a sedimentation component arranged at the bottom of the foundation, an interlocking component mounted on the sedimentation component, a reinforcing component mounted on the sedimentation component, and a supporting table, a slot, a splicing head and a splicing column, the supporting table is arranged at the bottom of the foundation, the inserting grooves are formed in the supporting table, the splicing heads are inserted into the inserting grooves, the splicing columns are fixedly connected to the bottoms of the splicing heads, the splicing heads and the splicing columns are integrated, the splicing heads and the splicing columns which are mutually inserted form a group, and the multiple groups of splicing heads and splicing columns are all inserted into the bottoms of the inserting grooves. By means of the settlement assembly, the column body formed by splicing the splicing heads and the splicing columns can penetrate into the ground to support the supporting table, loads generated by the supporting table are transmitted to a more stable soil layer, ground pressure is reduced, settlement is effectively controlled, and stability and safety of facilities are guaranteed.

Description

Technical Field

[0001] The utility model relates to the field of prefabricated components, in particular to a prefabricated component with a settlement-mitigating structure. Background Art

[0002] Prefabricated components refer to building parts that are pre-produced in a factory or manufacturing site and then transported to the construction site for assembly. These components usually include concrete slabs, beams, columns, walls, stairs, etc.

[0003] A search revealed that, in the prior art, Chinese patent publication number CN215669655U discloses "a prefabricated component for a ladder cage foundation. This utility model provides a prefabricated component for a ladder cage foundation that primarily overcomes the problems of high cost, non-recyclability, and long construction period required for traditional ladder cage foundations. The strength of the prefabricated component for the foundation meets the requirements of safety construction specifications. By inserting connecting pipes, the ladder cage and the prefabricated component for the foundation are effectively connected, thereby improving overall stability." However, the following defects still exist:

[0004] In actual use, since it is laid directly on the ground, the compressive strength of the foundation is low, there is a risk of settlement, which leads to certain safety risks.

[0005] Therefore, we have made improvements to this problem and proposed a prefabricated component with a settlement-mitigating structure. Utility Model Content

[0006] The purpose of the utility model is to address the current problem that the foundation has low compressive strength and a risk of settlement, which leads to certain safety risks due to the direct laying of the foundation on the ground.

[0007] In order to achieve the above-mentioned purpose of the utility model, the utility model provides the following technical solutions:

[0008] Prefabricated components with settlement-mitigating structures are used to improve the above problems.

[0009] The utility model is specifically as follows:

[0010] The invention comprises a foundation, a settlement component is provided at the bottom of the foundation, a chain component is installed on the settlement component, and a reinforcement component is installed on the settlement component;

[0011] The settlement assembly includes a support platform, a slot, a splicing joint and a splicing column. The support platform is arranged at the bottom of the foundation. A plurality of slots are opened inside the support platform. The splicing joint is inserted into the inside of the slot. The splicing column is fixedly connected to the bottom of the splicing joint. The splicing joint and the splicing column are a whole, and a plurality of splicing joints and splicing columns that are plugged into each other form a group. Multiple groups of splicing joints and splicing columns are all inserted into the bottom of the slot.

[0012] As a preferred technical solution of the present invention, the interlocking assembly includes a through groove, a connecting column, a connecting ring and a connecting chain. The through groove is opened inside the splicing joint and the splicing column. The multiple connecting columns are respectively fixedly connected to the inside of the multiple through grooves. The connecting ring is arranged on the circumferential side of the connecting column. The connecting chain is welded between the multiple connecting rings.

[0013] As an optimal technical solution of the present invention, the reinforcement assembly includes a reinforcement groove and a reinforcement block. A plurality of the reinforcement grooves are opened on the support platform. The reinforcement grooves are located between the support platform and the splicing joint. The reinforcement blocks are arranged inside the reinforcement grooves.

[0014] As a preferred technical solution of the present invention, a stabilizing ring is fixedly connected to the bottom of the splicing column, and a stabilizing groove is provided on the top of the splicing column, and the stabilizing groove is used for plugging in with the stabilizing ring.

[0015] As a preferred technical solution of the present invention, a plurality of protrusions are provided on the top of the support platform.

[0016] As a preferred technical solution of the present invention, a guide fillet is provided on the top of the splicing joint.

[0017] As a preferred technical solution of the present invention, the shape of the support platform is an inverted trapezoid.

[0018] Compared with the prior art, the present invention has the following beneficial effects:

[0019] In the solution of the present utility model:

[0020] 1. The settlement assembly enables the column composed of multiple joints and columns to penetrate deep into the ground to support the support platform. This transfers the load generated by the support platform to a deeper and more stable soil layer, thereby reducing ground pressure, effectively controlling settlement, and ensuring the stability and safety of the facility.

[0021] 2. Through the provision of interlocking components and reinforcement components, the splicing joints and splicing columns can be interlocked and fixed, thereby improving the fixing effect of the splicing joints and splicing columns. BRIEF DESCRIPTION OF THE DRAWINGS

[0022] Figure 1 A schematic diagram of the structure of a prefabricated component with a settlement mitigation structure provided by the present invention;

[0023] Figure 2 This is a right side view of the prefabricated component with a settlement mitigation structure provided by the present invention;

[0024] Figure 3 The prefabricated component with a settlement-slowing structure provided by the utility model Figure 2Schematic diagram of the three-dimensional cross-sectional structure at AA in the middle;

[0025] Figure 4 The prefabricated component with a settlement-slowing structure provided by the utility model Figure 3 Enlarged view of point A in the middle;

[0026] Figure 5 The prefabricated component with a settlement-slowing structure provided by the utility model Figure 3 Enlarged view of point B in the middle.

[0027] Indicated in the figure:

[0028] 1. Foundation; 2. Settlement assembly; 3. Interlocking assembly; 4. Reinforcement assembly; 201. Support platform; 202. Slot; 203. Splicing joint; 204. Splicing column; 301. Through-groove; 302. Connecting column; 303. Connecting ring; 304. Connecting chain; 401. Reinforcement groove; 402. Reinforcement block; 5. Stabilizing ring; 6. Stabilizing groove; 7. Raised part; 8. Diversion fillet. DETAILED DESCRIPTION

[0029] To make the purpose, technical solutions and advantages of the embodiments of the present invention more clear, the technical solutions in the embodiments of the present invention will be described clearly and completely in conjunction with the accompanying drawings. Obviously, the embodiments described are only part of the embodiments of the present invention, not all of them.

[0030] Therefore, the following detailed description of the embodiments of the present invention is not intended to limit the scope of the claimed invention, but merely represents some embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without creative effort are within the scope of protection of the present invention.

[0031] It should be noted that, in the absence of conflict, the embodiments of the present invention and the features and technical solutions therein can be combined with each other.

[0032] It should be noted that similar reference numerals and letters denote similar items in the following drawings, and therefore, once an item is defined in one drawing, it does not need to be further defined or explained in subsequent drawings.

[0033] like Figure 1-5 As shown, this embodiment proposes a prefabricated component with a settlement mitigation structure, comprising a foundation 1, a settlement assembly 2 provided at the bottom of the foundation 1, a linkage assembly 3 installed on the settlement assembly 2, and a reinforcement assembly 4 installed on the settlement assembly 2;

[0034] like Figure 4As shown, the settlement assembly 2 includes a support platform 201, a slot 202, a splicing joint 203 and a splicing column 204. The support platform 201 is set at the bottom of the foundation 1. A plurality of slots 202 are opened inside the support platform 201. The splicing joint 203 is plugged into the inside of the slot 202. The splicing column 204 is fixedly connected to the bottom of the splicing joint 203. The splicing joint 203 and the splicing column 204 are a whole, and a plurality of splicing joints 203 and splicing columns 204 that are plugged into each other are a group. Multiple groups of splicing joints 203 and splicing columns 204 are all plugged into At the bottom of the slot 202, when in use, a plurality of deep holes of appropriate sizes are first drilled on the ground, and then a plurality of splicing columns 204 are placed in the holes in turn, so that the plurality of splicing columns 204 are fixedly connected through the splicing joints 203, and then the support platform 201 is placed on the splicing column 204, and the splicing joints 203 are inserted into the interior of the slot 202 for splicing and fixing, so that the load generated on the support platform 201 is transferred to a deeper and more stable soil layer, so as to reduce the ground pressure, effectively control the settlement, and ensure the stability and safety of the facility.

[0035] like Figure 3 、 Figure 4 and Figure 5 As shown, the interlocking assembly 3 includes a through groove 301, a connecting column 302, a connecting ring 303 and a connecting chain 304. The through groove 301 is opened inside the splicing joint 203 and the splicing column 204, and multiple connecting columns 302 are respectively fixedly connected to the inside of multiple through grooves 301. The connecting ring 303 is arranged on the circumferential side of the connecting column 302. The connecting chain 304 is welded between the multiple connecting rings 303. When in use, it is fixedly installed between the multiple connecting rings 303 through the connecting chain 304, which can enable multiple splicing columns 204 and splicing joints 203 to be spliced ​​into a whole, which can be more conveniently placed in a pre-drilled hole on the ground. At the same time, filling the top through groove 301 with concrete can improve the fixing effect and stability of the splicing.

[0036] like Figure 4 As shown, the reinforcement component 4 includes a reinforcement groove 401 and a reinforcement block 402. A plurality of reinforcement grooves 401 are opened on the support platform 201. The reinforcement groove 401 is located between the support platform 201 and the splicing joint 203. The reinforcement block 402 is arranged inside the reinforcement groove 401. When in use, the reinforcement block 402 is formed by filling concrete into the interior of the reinforcement groove 401, which can reinforce the connection between the slot 202 and the splicing joint 203.

[0037] like Figure 5 As shown, a stabilizing ring 5 is fixedly connected to the bottom of the splicing column 204, and a stabilizing groove 6 is provided on the top of the splicing column 204. The stabilizing groove 6 is used to cooperate with the stabilizing ring 5 for insertion. When multiple splicing columns 204 are spliced ​​together during use, the stabilizing ring 5 will be inserted into the inside of the stabilizing groove 6 to improve the stability of the connection.

[0038] like Figure 4 As shown, a plurality of protrusions 7 are provided on the top of the support platform 201 . When in use, the protrusions 7 can enhance the fixing effect between the support platform 201 and the foundation 1 .

[0039] like Figure 4 As shown, a guide fillet 8 is provided on the top of the splicing joint 203. When in use, the guide fillet 8 can make it more convenient to splice multiple splicing columns 204.

[0040] like Figure 3 As shown, the shape of the support platform 201 is an inverted trapezoid. When in use, the inverted trapezoidal support platform 201 can increase the supporting area of ​​the support platform 201.

[0041] Specifically, when the prefabricated component with the settlement-slowing structure is used: first, a plurality of deep holes of appropriate sizes are drilled on the ground, and then a plurality of splicing columns 204 are sequentially placed in the holes, so that the plurality of splicing columns 204 are fixedly connected through the splicing joints 203, and then the support platform 201 is placed on the splicing column 204, and the splicing joints 203 are inserted into the slots 202 for splicing and fixing, so that the load generated on the support platform 201 is transferred to a deeper and more stable soil layer, so as to reduce the ground pressure, effectively control the settlement, and ensure To ensure the stability and safety of the facility, the connecting chain 304 is fixedly installed between multiple connecting rings 303, so that multiple splicing columns 204 and splicing joints 203 can be spliced ​​into a whole, which can be more conveniently placed in pre-drilled holes on the ground. At the same time, filling the top through-groove 301 with concrete can improve the fixing effect and stability of the splicing. By filling the reinforcement groove 401 with concrete to form a reinforcement block 402, the connection between the slot 202 and the splicing joint 203 can be reinforced.

[0042] All technical features in this embodiment can be freely combined according to actual needs.

[0043] The above embodiments are preferred implementation schemes of the present invention. In addition, the present invention can also be implemented in other ways. Any obvious replacement without departing from the concept of the present technical solution is within the scope of protection of the present invention.

Claims

1. A prefabricated component with a settlement mitigation structure, comprising a foundation (1), characterized in that: A settlement component (2) is provided at the bottom of the foundation (1), a chain component (3) is installed on the settlement component (2), and a reinforcement component (4) is installed on the settlement component (2); The settlement assembly (2) comprises a support platform (201), a slot (202), a splicing joint (203) and a splicing column (204); the support platform (201) is arranged at the bottom of the foundation (1); a plurality of slots (202) are opened inside the support platform (201); the splicing joint (203) is plugged into the slots (202); the splicing column (204) is fixedly connected to the bottom of the splicing joint (203); the splicing joint (203) and the splicing column (204) are a whole; a plurality of splicing joints (203) and splicing columns (204) plugged into each other form a group; and a plurality of groups of splicing joints (203) and splicing columns (204) are all plugged into the bottom of the slots (202).

2. The prefabricated component with a settlement mitigation structure according to claim 1, characterized in that: The interlocking assembly (3) comprises a through slot (301), a connecting post (302), a connecting ring (303) and a connecting chain (304); the through slot (301) is provided inside the splicing joint (203) and the splicing post (204); a plurality of the connecting posts (302) are respectively fixedly connected to the inside of a plurality of through slots (301); the connecting ring (303) is provided on the circumferential side of the connecting post (302); and the connecting chain (304) is welded between the plurality of connecting rings (303).

3. The prefabricated component with a settlement mitigation structure according to claim 1, characterized in that: The reinforcement assembly (4) comprises a reinforcement groove (401) and a reinforcement block (402); a plurality of the reinforcement grooves (401) are provided on the support platform (201); the reinforcement grooves (401) are located between the support platform (201) and the splicing joint (203); and the reinforcement block (402) is arranged inside the reinforcement grooves (401).

4. The prefabricated component with a settlement mitigation structure according to claim 1, characterized in that: The bottom of the splicing column (204) is fixedly connected with a stabilizing ring (5), and the top of the splicing column (204) is provided with a stabilizing groove (6), and the stabilizing groove (6) is used for plugging and use with the stabilizing ring (5).

5. The prefabricated component with a settlement mitigation structure according to claim 1, characterized in that: The top of the support platform (201) is provided with a plurality of protrusions (7).

6. The prefabricated component with a settlement mitigation structure according to claim 1, characterized in that: A flow guide fillet (8) is provided on the top of the splicing joint (203).

7. The prefabricated component with a settlement mitigation structure according to claim 1, characterized in that: The support platform (201) is in the shape of an inverted trapezoid.

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