Building anti-settlement supporting assembly

Abstract

The utility model relates to the technical field of supporting assemblies, in particular to a building anti-settling supporting assembly which comprises a foundation body, a groove is formed in the top face of the foundation body, a plurality of foundation piles in a linear array are poured in the foundation body through concrete, and the top ends of the foundation piles are fixedly connected with an anti-settling plate. The utility model has the advantages that the first side plate and the second side plate are embedded into the foundation main body through the inserting plates and are fixed through the locking bolts, so that a stable enclosure structure is formed. And then, the concrete cushion layer is poured at the bottom of the anti-sinking plate, the overall pressure resistance is enhanced, the concrete supporting layer is poured at the top and is flush with the pressing frame, and the bearing uniformity is further improved. And the connecting rods and the pressing frames are arranged, so that the side plates are tightly combined with the concrete layer, and lateral displacement is prevented. Compared with a traditional overall pouring mode, the mode that layered pouring is matched with mechanical locking can disperse loads more effectively, and the differential settlement risk is reduced.

Description

TECHNICAL FIELD

[0001] The utility model relates to support assembly technical field, especially a building anti -settlement support assembly. BACKGROUND

[0002] The building anti -settlement support assembly is a key device specially used for enhancing the stability of building foundation, preventing the structural damage of building due to foundation settlement. In construction engineering, foundation settlement is a common and extremely destructive problem, which can be caused by various factors such as unstable soil properties, underground water level changes, improper construction or surrounding environmental influences. The building anti -settlement support assembly provides additional support force, disperses the pressure of building on foundation, thereby effectively reducing the risk of foundation settlement and ensuring the safety and stability of building.

[0003] In the traditional anti -settlement technology, the fixed connection mode of anti -settlement plate and foundation pile limits the flexibility and adaptability of support system. When the foundation appears uneven settlement, the anti -settlement plate cannot effectively adjust its stress state, leading to local stress concentration and accelerating the damage of anti -settlement plate and upper structure. In addition, the limited number of foundation piles also limits the overall bearing capacity of the support system, which is difficult to cope with extreme geological conditions or overload conditions. Therefore, it is particularly urgent to develop a new type, efficient and adaptable building anti -settlement support assembly. CONTENT OF THE UTILITY MODEL

[0004] The utility model aims at solving at least one of the technical defects.

[0005] Therefore, one purpose of the utility model is to provide a building anti -settlement support assembly to solve the problems mentioned in the background technology and overcome the deficiencies in the prior art.

[0006] In order to achieve the above object, the utility model provides a kind of building anti-settling support assembly, including foundation main body, the top surface of the foundation main body is provided with recess, the inside of the foundation main body is poured with several linear arrays of foundation pile by concrete, the top of several foundation piles is fixedly connected with anti-settling plate, the top surface of the anti-settling plate is placed with two symmetrically arranged first side plates and two symmetrically arranged second side plates, the first side plate, second side plate are perpendicular to anti-settling plate, the bottom of the first side plate, second side plate is rotatably connected with locking bolt, the screw rod portion of several locking bolts is all threadedly connected with anti-settling plate, the first side plate, second side plate are fixedly connected with several linear arrays of plug-in plate, the bottom of several plug-in plates is all inserted in foundation main body inside through anti-settling plate, the top surface of the first side plate, second side plate is all inserted with connecting rod, the top of several connecting rods is fixedly connected with pressure frame, the bottom of the anti-settling plate and foundation main body are poured with concrete cushion layer by concrete, the top of the anti-settling plate is poured with concrete support layer by concrete, the top surface of the concrete support layer and the top surface of pressure frame are on the same horizontal plane.

[0007] It is preferred from any of the above solutions that the inner wall of the pressure frame is fixedly connected with a plurality of linear arrays of first reinforcing bars, and the plurality of first reinforcing bars are poured inside the concrete support layer.

[0008] It is preferred from any of the above solutions that the top surface of the first side plate and the second side plate is provided with a connecting hole, and the connecting rod is inserted inside the connecting hole, and the length of the connecting rod is equal to the depth of the connecting hole.

[0009] It is preferred from any of the above solutions that the top of the anti-settling plate is provided with a pouring hole, and the concrete cushion layer is in communication with the concrete support layer through the pouring hole.

[0010] It is preferred from any of the above solutions that the bottom surface of the anti-settling plate is fixedly connected with a plurality of lower linear arrays of second reinforcing bars, and the second reinforcing bars are poured inside the concrete cushion layer.

[0011] It is preferred from any of the above solutions that the two second side plates are located between the two first side plates, and each second side plate is fixedly connected with a T-shaped clamping plate at both ends, and the plurality of T-shaped clamping plates are slidingly connected with the first side plate.

[0012] It is preferred from any of the above solutions that the top surface of the anti-settling plate is provided with a plurality of linear arrays of avoiding grooves, and the plug-in plate is slidingly connected with the anti-settling plate through the avoiding grooves.

[0013] Compared with the prior art, the utility model has the advantages and beneficial effects that:

[0014] 1、The construction process of the anti-settlement support assembly is optimized to ensure the stability and anti-settlement capacity of the overall structure. First, a groove is excavated on the main foundation, and a foundation pile is poured to enhance the bearing capacity of the foundation. The anti-settlement plate is installed at the top of the foundation pile as the main bearing platform. The first side plate and the second side plate are embedded in the main foundation through the insertion plate and fixed by locking bolts to form a stable enclosure. Then, the concrete cushion layer is poured at the bottom of the anti-settlement plate to enhance the overall compression resistance, and the concrete support layer is poured at the top and flush with the pressure frame to further improve the uniformity of the bearing capacity. The connection rod and the pressure frame are arranged to tightly connect the side plate with the concrete layer to prevent lateral displacement. This layered pouring combined with mechanical locking can more effectively disperse the load and reduce the risk of uneven settlement compared to the traditional overall pouring method.

[0015] 2、The support assembly adopts a modular assembly structure, and the first side plate and the second side plate are connected through T-shaped clamping plates to facilitate size adjustment according to building requirements. The insertion plate is flexibly matched with the anti-settlement plate through the avoidance slot to make the installation process more convenient. At the same time, the pouring hole forms an overall structure with the concrete cushion layer and the concrete support layer to improve the structural strength. The second steel bar is embedded in the concrete cushion layer, and the first steel bar is embedded in the concrete support layer to further enhance the tensile performance. This design not only facilitates fine adjustment during construction, but also allows for local reinforcement during later maintenance, avoiding the shortcomings of traditional overall support structures that are difficult to repair. BRIEF DESCRIPTION OF DRAWINGS

[0016] Figure 1 is a structural schematic diagram of the assembly body of the utility model;

[0017] Figure 2 is a sectional structural schematic diagram of the assembly body of the utility model;

[0018] Figure 3 is a first exploded structural schematic diagram of the anti-settlement plate of the utility model;

[0019] Figure 4 is a second exploded structural schematic diagram of the anti-settlement plate of the utility model;

[0020] Figure 5 is a structural schematic diagram of the first side plate of the utility model;

[0021] Figure 6 is a structural schematic diagram of the second side plate of the utility model.

[0022] In the figure: 1-main foundation, 2-groove, 3-foundation pile, 4-anti-settlement plate, 5-first side plate, 6-second side plate, 7-locking bolt, 8-insertion plate, 9-connection rod, 10-pressure frame, 11-concrete cushion layer, 12-concrete support layer, 13-first steel bar, 14-connection hole, 15-pouring hole, 16-second steel bar, 17-T-shaped clamping plate, 18-avoidance slot. Detailed Implementation

[0023] The present invention will be further described below with reference to the accompanying drawings, but the scope of protection of the present invention is not limited thereto.

[0024] like Figures 1 to 6 As shown, a building anti-settlement support component includes a foundation body 1. A groove 2 is formed on the top surface of the foundation body 1. Several linearly arrayed foundation piles 3 are poured into the interior of the foundation body 1. Anti-settlement plates 4 are fixedly connected to the tops of the foundation piles 3. Two symmetrically arranged first side plates 5 and two symmetrically arranged second side plates 6 are placed on the top surface of the anti-settlement plate 4. Both the first side plates 5 and the second side plates 6 are perpendicular to the anti-settlement plate 4. Locking bolts 7 are rotatably connected to the bottom of both the first side plates 5 and the second side plates 6. The threaded portions of the locking bolts 7 are all engaged with the anti-settlement plate 4. The first side plate 5 and the second side plate 6 are fixedly connected with a number of linear array plug-in plates 8. The bottom ends of the plug-in plates 8 penetrate the anti-settlement plate 4 and are inserted into the foundation body 1. The top surfaces of the first side plate 5 and the second side plate 6 are connected with connecting rods 9. The top ends of the connecting rods 9 are fixedly connected with pressure frames 10. A concrete cushion layer 11 is poured between the bottom of the anti-settlement plate 4 and the foundation body 1. A concrete support layer 12 is poured on the top of the anti-settlement plate 4. The top surface of the concrete support layer 12 and the top surface of the pressure frame 10 are on the same horizontal plane.

[0025] As an optional technical solution of this utility model, the inner wall of the pressure frame 10 is fixedly connected with a plurality of linear arrays of first steel bars 13, and the plurality of first steel bars 13 are all cast inside the concrete support layer 12. The first steel bars 13 set on the inner wall of the pressure frame 10 are cast inside the concrete support layer 12, which can significantly enhance the tensile strength and integrity of the concrete support layer, effectively prevent the support layer from cracking, and improve the structural bearing capacity, so that the pressure frame 10 and the concrete support layer 12 form a more stable combination.

[0026] As an optional technical solution of this utility model, the top surfaces of the first side plate 5 and the second side plate 6 are provided with connecting holes 14, and a number of connecting rods 9 are inserted into the connecting holes 14. The length of the connecting rods 9 is equal to the depth of the connecting holes 14. The precise matching design of the connecting holes 14 and the connecting rods 9 on the top surfaces of the first side plate 5 and the second side plate 6 ensures that the connecting rods 9 can be completely embedded in the connecting holes 14. This equal-depth matching method makes the connection between the side plate and the connecting rods 9 tighter and more secure, effectively preventing the connection parts from loosening and improving the stability of the overall structure.

[0027] As an optional technical scheme of the utility model, the top of the anti-settlement plate 4 is provided with a pouring hole 15, the concrete cushion layer 11 is communicated with the concrete supporting layer 12 through the pouring hole 15, the pouring hole 15 provided on the top of the anti-settlement plate 4 makes the concrete cushion layer 11 and the concrete supporting layer 12 communicate with each other, forming an integral pouring structure, which not only improves the adhesion between the two layers of concrete, but also ensures the uniform transmission of load, greatly enhancing the integrity and anti-settlement performance of the entire support system.

[0028] As an optional technical scheme of the utility model, the bottom surface of the anti-settlement plate 4 is fixedly connected with a plurality of linearly arranged second reinforcing bars 16, the second reinforcing bars 16 are all poured into the concrete cushion layer 11, the second reinforcing bars 16 arranged on the bottom surface of the anti-settlement plate 4 are poured into the concrete cushion layer 11, which can effectively enhance the tensile strength of the concrete cushion layer, prevent the cushion layer from cracking, improve the bonding force between the cushion layer and the anti-settlement plate 4, and make the foundation of the entire support system more stable and reliable.

[0029] As an optional technical scheme of the utility model, the two second side plates 6 are located between the two first side plates 5, and the two ends of each second side plate 6 are fixedly connected with a T-shaped clamping plate 17, a plurality of T-shaped clamping plates 17 are slidably connected with the first side plate 5, and the second side plate 6 is slidably connected with the first side plate 5 through the T-shaped clamping plate 17, so that the connection between the side plates is more flexible and reliable, the sliding connection mode of the T-shaped clamping plate 17 not only facilitates position adjustment during installation, but also ensures the structural stability after connection, improving the assembly efficiency and structural strength of the entire enclosure system.

[0030] As an optional technical scheme of the utility model, the top surface of the anti-settlement plate 4 is provided with a plurality of linearly arranged avoiding grooves 18, and the plug-in plate 8 is slidably connected with the anti-settlement plate 4 through the avoiding grooves 18, so that the plug-in plate 8 can be smoothly inserted into the foundation main body 1, which not only ensures the convenience of installation, but also ensures the close cooperation between the plug-in plate 8 and the anti-settlement plate 4, effectively improving the stability and anti-displacement ability of the entire support system.

[0031] The working principle of the building anti-settlement support assembly is as follows:

[0032] 1) First, excavate the groove 2 on the foundation main body 1, and pour the foundation pile 3 to enhance the foundation bearing capacity. The anti-settlement plate 4 is installed at the top end of the foundation pile 3 as the main bearing platform.

[0033] 2) The first side plate 5 and the second side plate 6 are embedded into the foundation main body 1 through the plug-in plate 8, and are fixed through the locking bolt 7, forming a stable enclosure structure. Then, the concrete cushion layer 11 is poured at the bottom of the anti-settlement plate 4.

[0034] 3):And the concrete support layer 12 is poured on top and flush with the compression frame 10, further improving load uniformity. The setting of connecting rod 9 and compression frame 10 makes the side plate and concrete layer closely combined to prevent lateral displacement.

[0035] In summary, the building anti-settlement support assembly, the construction process of the anti-settlement support assembly is optimized and designed to ensure the stability and anti-settlement ability of the overall structure. First, groove 2 is excavated on foundation body 1, and foundation pile 3 is poured to enhance the bearing capacity of the foundation. Anti-settlement plate 4 is installed at the top of foundation pile 3 as the main bearing platform. First side plate 5 and second side plate 6 are embedded in foundation body 1 through insertion plate 8 and fixed by locking bolt 7 to form a stable enclosure. Then, concrete cushion layer 11 is poured at the bottom of anti-settlement plate 4 to enhance the overall compression resistance, and concrete support layer 12 is poured on top and flush with compression frame 10 to further improve load uniformity. The setting of connecting rod 9 and compression frame 10 makes the side plate and concrete layer closely combined to prevent lateral displacement. This layered pouring combined with mechanical locking method can more effectively disperse the load and reduce the risk of uneven settlement compared to the traditional overall pouring method. The support assembly adopts a modular assembly structure, first side plate 5 and second side plate 6 are connected by T-shaped clamping plate 17, which is convenient for adjusting the size according to the building requirements. Insertion plate 8 is flexibly matched with anti-settlement plate 4 through avoidance slot 18, making the installation process more convenient. At the same time, pouring hole 15 makes concrete cushion layer 11 and concrete support layer 12 form an integral structure, improving the structural strength. Second reinforcing steel bar 16 is embedded in concrete cushion layer 11, and first reinforcing steel bar 13 is embedded in concrete support layer 12, further enhancing the tensile performance. This design not only facilitates fine tuning during construction, but also allows for local reinforcement during later maintenance, avoiding the shortcomings of traditional monolithic support structures that are difficult to repair.

Claims

1. A building anti-settlement support component, characterized in that: The structure includes a foundation body (1), the top surface of which has a groove (2). The foundation body (1) contains a plurality of linearly arrayed piles (3) cast in concrete. Anti-sinking plates (4) are fixedly connected to the tops of the piles (3). Two symmetrically arranged first side plates (5) and two symmetrically arranged second side plates (6) are placed on the top surface of the anti-sinking plate (4). The first side plates (5) and second side plates (6) are perpendicular to the anti-sinking plate (4). Locking bolts (7) are rotatably connected to the bottom of the first side plates (5) and second side plates (6). The threaded portions of the locking bolts (7) are threadedly connected to the anti-sinking plate (4). A plurality of linear array plug-in plates (8) are fixedly connected to one side plate (5) and the second side plate (6). The bottom ends of the plug-in plates (8) penetrate the anti-sinking plate (4) and are inserted into the foundation body (1). A connecting rod (9) is inserted into the top surface of the first side plate (5) and the second side plate (6). A pressure frame (10) is fixedly connected to the top of the connecting rods (9). A concrete cushion layer (11) is poured between the bottom of the anti-sinking plate (4) and the foundation body (1). A concrete support layer (12) is poured on the top of the anti-sinking plate (4). The top surface of the concrete support layer (12) is on the same horizontal plane as the top surface of the pressure frame (10).

2. The building anti-settlement support component according to claim 1, characterized in that: The inner wall of the pressure frame (10) is fixedly connected with a number of linear arrays of first steel bars (13), and the number of first steel bars (13) are all cast inside the concrete support layer (12).

3. A building anti-settlement support component according to claim 2, characterized in that: The top surfaces of the first side plate (5) and the second side plate (6) are provided with connecting holes (14), and several connecting rods (9) are inserted into the connecting holes (14). The length of the connecting rods (9) is equal to the depth of the connecting holes (14).

4. A building anti-settlement support component according to claim 3, characterized in that: The top of the anti-sinking plate (4) is provided with a pouring hole (15), and the concrete cushion layer (11) is connected to the concrete support layer (12) through the pouring hole (15).

5. A building anti-settlement support component according to claim 4, characterized in that: The bottom surface of the anti-sinking plate (4) is fixedly connected with several lower linear arrays of second steel bars (16), and the second steel bars (16) are all cast inside the concrete cushion layer (11).

6. A building anti-settlement support component according to claim 5, characterized in that: The two second side plates (6) are located between the two first side plates (5), and each of the two ends of the second side plate (6) is fixedly connected with a T-shaped clamping plate (17), and several of the T-shaped clamping plates (17) are slidably connected to the first side plate (5).

7. A building anti-settlement support component according to claim 6, characterized in that: The top surface of the anti-sinking plate (4) is provided with a plurality of linear array of clearance slots (18), and the plug-in plate (8) is slidably connected to the anti-sinking plate (4) through the clearance slots (18).

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