Pile foundation module structure
Through modular design and misaligned pile foundation structure, the problem of poor universality and adaptability of existing pile-to-bench connection methods is solved, and flexible adaptation and cost reduction of multi-pile or single-pile foundations are achieved, and the piles are improved Basic overall performance.
Patent Information
- Application Number
- CN202420994244.5
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-05-09
- Publication Date
- 2024-12-20
- Estimated Expiration
- 2034-05-09
AI Technical Summary
The connection method between the existing piles and the support is poor in versatility and adaptability and high cost. Especially in the application of multi-pile-deep foundations or single-pile foundations, the adaptation bolts need to be embedded, resulting in Structural design and production costs increase.
Adopting a modular design, the fixing of the bearing and single pile column or multi-pile column is achieved by connecting the plate body, single butt and multiple docking parts. Combined with dislocation settings and support components, the universality and adaptability of the structure is improved. and reduce production costs.
The bearing is adapted to multi-pile-deep foundation or single-pile foundation, which improves the versatility and adaptability of the pile foundation, reduces production costs, and improves the overall performance of the structure through enhanced lateral support and load bearing capacity. .
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Figure CN222206452U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of building pile foundation engineering, in particular to a pile foundation module structure. Background Art
[0002] Pile foundation consists of piles and pile caps (referred to as caps) connected to the top of the piles. It is divided into multi-pile deep foundations or single pile foundations. If the pile body is completely buried in the soil and the bottom of the cap is in contact with the soil, it is called a low cap pile foundation; if the upper part of the pile body is exposed to the ground and the bottom of the cap is above the ground, it is called a high cap pile foundation. Building pile foundations are usually low cap pile foundations. Pile foundations are widely used in high-rise buildings.
[0003] The existing connection method between piles and caps includes bolt and nut connection, and for multi-pile deep foundations or single pile foundations, it is necessary to pre-embed bolts that are compatible with the multi-pile or single pile connection structure in the cap, and the pre-embedding operation needs to be performed when the cap is cast, which results in the existing cap being only compatible with multi-pile or single pile, and two types of caps need to be produced according to demand, which results in poor versatility and adaptability of the existing structure and high cost. Utility Model Content
[0004] The purpose of the utility model is to provide a pile foundation module structure, which can make the cap adapt to a multi-pile deep foundation or a single pile foundation, so as to improve the versatility and poor adaptability of the pile foundation and reduce costs.
[0005] The above technical purpose of the utility model is achieved through the following technical solutions: a pile foundation module structure, including: a cap; a single pile column; a plurality of multi-pile columns; a connecting plate fixedly arranged on the cap; a single docking piece fixedly arranged on the single pile column; a single connecting structure, arranged to fix the connecting plate and the single docking piece; a multi-docking piece fixedly arranged on each of the single pile columns; a multi-connecting structure, arranged to fix the connecting plate and each multi-docking piece.
[0006] By adopting the above technical scheme, the connection body is fixed to the pedestal. When the working condition requires a single pile, the single pile column and the pedestal are fixed by a single connection structure in combination with a single docking piece; when the working condition requires multiple piles, the multiple pile columns and the pedestal are fixed by a multi-link structure in combination with multiple docking pieces, thereby realizing a modular design of the pedestal, the multiple pile column and the single pile column, which can be used in combination according to the needs, thereby improving the versatility and poor adaptability of the pile foundation and reducing costs.
[0007] It is further configured as follows: the connecting plate body is arranged below the supporting platform, the single connecting structure fixes both the connecting plate body and the supporting platform, and the position where the single connecting structure is arranged on the connecting plate body is offset from the position where the multiple connecting structures are arranged on the connecting plate body.
[0008] By adopting the above technical solution, the design of the fixing structure for fixing the pedestal and the connecting plate body is simplified, the production cost is reduced, and the structure has a higher bearing load by arranging the connecting plate body under the pedestal. The interference of the structural structure and the problem of local strength weakness caused by the design structure are avoided by staggered arrangement.
[0009] It is further configured as follows: the single connection structure includes a plurality of single connection columns fixedly arranged on the base and a plurality of single connection nuts threadedly connected to the single connection columns, and each of the single connection columns sequentially passes through the connecting plate body and the single docking piece and is threadedly connected to the single connection nut.
[0010] By adopting the above technical solution, a single connection column is installed during the casting of the pedestal to achieve the fixation of the single connection column and the pedestal, and then the single connection nut is used to achieve the fastening connection between the pedestal and the single pile column.
[0011] It is further configured as follows: the multi-connection structure includes a plurality of multi-connection bolts and a plurality of multi-connection nuts threadedly connected to the multi-connection bolts, and each of the multi-connection bolts passes through the connecting plate body and the multi-jointing pieces and is threadedly connected to the multi-connection nut.
[0012] By adopting the above technical solution, the connecting column passes through the connecting plate body and cooperates with the single connecting nut to realize the fixation of the base and the connecting plate body, and then cooperates with the set multiple connecting bolts and multiple connecting nuts to realize the fastening connection between the base and the multi-pile column.
[0013] It is further configured as follows: the connecting plate body is against the bottom of the support platform, and when the multiple connecting bolts pass through the connecting plate body, the bottom of the support platform is provided with a placement groove for placing the multiple connecting bolt heads at a position corresponding to the head of each multiple connecting bolt.
[0014] By adopting the above technical solution, this arrangement can achieve close contact between the base and the connecting plate, increase the contact surface to make it have higher strength, and thus improve the bearing load of the structure.
[0015] It is further configured that: the shape of the placement groove is adapted to the shape of the head of the multiple connection bolts and limits the circumferential rotation of the multiple connection bolts.
[0016] By adopting the above technical solution, the multiple connection bolts are set to be prohibited from rotating during the connection process through this setting structure, so as to achieve a convenient connection between the multiple connection bolts and the multiple connection nuts.
[0017] It is further configured as follows: a side support ring is sleeved on the side of the support platform, an outer expansion support ring is sleeved on the outer ring of the side support ring, and multiple groups of support components are connected between the outer expansion support ring and the side support ring.
[0018] By adopting the above technical solution, the foundation pit is dug, an outward support ring is set around the foundation pit and a side support ring is installed on the pedestal, and then the lateral support of both the foundation pit and the pedestal is achieved through the set support components, and the lateral support surface is increased to enhance the lateral assistance of the pile foundation, so that it has stronger lateral supporting force.
[0019] It is further configured as follows: the support assembly includes a first screw rod hinged to an external expansion support ring, a second screw rod hinged to a side support ring, and a double screw sleeve connecting the first screw rod and the second screw rod, and a reinforcement layer is provided on the outer periphery of the external expansion support ring.
[0020] By adopting the above technical solution, the double screw sleeve is rotated to drive the first screw and the second screw to move toward or away from each other, so as to achieve the tight contact between the outer support ring and the side support ring to achieve the support purpose; and the hinged structure is set to avoid the later settlement and affect the lateral support of the pile foundation; and the foundation pit and the side support ring are reinforced by the reinforcement layer to have better supporting force.
[0021] In summary, the utility model has the following beneficial effects: the utility model can make the cap adapt to multi-pile deep foundation or single pile foundation, thereby improving the versatility and poor adaptability of the pile foundation and reducing costs. BRIEF DESCRIPTION OF THE DRAWINGS
[0022] Figure 1 It is a structural schematic diagram of an embodiment;
[0023] Figure 2 It is a structural schematic diagram of the support assembly in the embodiment;
[0024] Figure 3 This is a schematic diagram of the structure of a single pile connection in an embodiment;
[0025] Figure 4 It is a partial exploded view of a single pile connection in the embodiment;
[0026] Figure 5 This is a schematic diagram of the structure of multiple pile connections in the embodiment;
[0027] Figure 6 It is a partial exploded view of the multi-pile connection in the embodiment.
[0028] In the figure: 1. foundation; 2. single pile column; 3. multi-pile column; 4. connecting plate; 5. single docking piece; 6. single connection structure; 61. single connection column; 62. single connection nut; 7. multiple docking pieces; 8. multiple connection structures; 81. multiple connection bolts; 82. multiple connection nuts; 9. placement groove; 10. side support ring; 11. outward support ring; 12. support assembly; 121. first screw; 122. second screw; 123. double screw sleeve; 13. reinforcement layer. DETAILED DESCRIPTION
[0029] The utility model is further described in detail below in conjunction with the accompanying drawings.
[0030] refer to Figures 1 to 6 A pile foundation module structure includes: a cap 1; a single pile column 2; a plurality of multi-pile columns 3; a connecting plate 4, fixedly arranged on the cap 1; a single docking piece 5, fixedly arranged on the single pile column 2; a single connection structure 6, configured to fixedly connect the plate 4 and the single docking piece 5; a multi-docked piece 7, fixedly arranged on each single pile column 2; a multi-connection structure 8, configured to fixedly connect the plate 4 and each multi-docked piece 7. Both the single docking piece 5 and the multi-docked piece 7 are steel ring seats, and the connecting plate 4 is a steel plate. The steel ring seat is welded and fixed to the main reinforcement in the pile column to achieve the fixation of the single docking piece 5 and the single pile column 2, and the multi-docked piece 7 and the multi-pile column 3.
[0031] The connecting plate body 4 is arranged below the cap 1, and the single connecting structure 6 fixes the connecting plate body 4 and the cap 1. The position where the single connecting structure 6 is arranged on the connecting plate body 4 is offset from the position where the multi-connecting structure 8 is arranged on the connecting plate body 4. The single connecting structure 6 includes a plurality of single connecting columns 61 fixedly arranged on the cap 1 and a plurality of single connecting nuts 62 threadedly connected to the single connecting columns 61. Each single connecting column 61 passes through the connecting plate body 4 and the single docking piece 5 in sequence and is threadedly connected to the single connecting nut 62. During the casting process of the cap 1, the single connecting column 61 is installed into the mold cavity forming the cap 1. After the concrete is cured, the cap 1 and the single connecting column 61 are fixed.
[0032] The multi-connection structure 8 includes a plurality of multi-connection bolts 81 and a plurality of multi-connection nuts 82 threadedly connected to the multi-connection bolts 81. Each multi-connection bolt 81 passes through the connection plate body 4 and the multi-joint member 7 and is threadedly connected to the multi-connection nut 82. The connection plate body 4 abuts against the bottom of the support 1. When the multi-connection bolts 81 pass through the connection plate body 4, a placement groove 9 for placing the head of each multi-connection bolt 81 is provided at the bottom of the support 1 corresponding to the position of the head of each multi-connection bolt 81. The shape of the placement groove 9 is adapted to the shape of the head of the multi-connection bolt 81 and limits the circumferential rotation of the multi-connection bolt 81.
[0033] The side support ring 10 is set and fastened on the side of the cap 1, and an outer expansion support ring 11 is set on the outer ring of the side support ring 10, and multiple groups of support components 12 are connected between the outer expansion support ring 11 and the side support ring 10. The side support ring 10 is set when the concrete cap 1 is poured, so as to achieve the fastening of the two. The outer expansion support ring 11 and the side support ring 10 are both steel rings. The support component 12 includes a first screw rod 121 hinged to the outer expansion support ring 11, a second screw rod 122 hinged to the side support ring 10, and a double screw sleeve 123 threadedly connecting the first screw rod 121 and the second screw rod 122. The outer periphery of the outer expansion support ring 11 is provided with a reinforcement layer 13, and the reinforcement layer 13 is a concrete layer cast between the outer expansion support ring 11 and the foundation pit; the double screw sleeve 123 drives the first screw rod 121 and the second screw rod 122 to move synchronously toward or away from each other, and the threads on the first screw rod 121 and the second screw rod 122 are reverse threads.
[0034] This specific embodiment is merely an explanation of the present invention and is not a limitation of the present invention. After reading this specification, those skilled in the art may make non-creative modifications to the present embodiment as needed, but such modifications are protected by patent law as long as they are within the scope of the claims of the present invention.
Claims
1. A pile foundation module structure, characterized in that: include: Platform(1); A single pile column (2); a plurality of multi-pile columns (3); a connecting plate (4) fixedly arranged on the base (1); a single docking piece (5) fixedly arranged on the single pile column (2); a single connecting structure (6) configured to fix the connecting plate (4) and the single docking piece (5); a multi-docking piece (7) fixedly arranged on each of the single pile columns (2); and a multi-docking structure (8) configured to fix the connecting plate (4) and each of the multi-docking pieces (7).
2. The pile foundation module structure according to claim 1, characterized in that: The connecting plate body (4) is arranged below the supporting platform (1), the single connecting structure (6) fixes the connecting plate body (4) and the supporting platform (1), and the position where the single connecting structure (6) is arranged on the connecting plate body (4) is offset from the position where the multi-connecting structure (8) is arranged on the connecting plate body (4).
3. The pile foundation module structure according to claim 2, characterized in that: The single connection structure (6) comprises a plurality of single connection columns (61) fixedly arranged on the support platform (1) and a plurality of single connection nuts (62) threadedly connected to the single connection columns (61), and each of the single connection columns (61) sequentially passes through the connection plate body (4) and the single docking piece (5) and is threadedly connected to the single connection nut (62).
4. The pile foundation module structure according to claim 2, characterized in that: The multi-connection structure (8) comprises a plurality of multi-connection bolts (81) and a plurality of multi-connection nuts (82) threadedly connected to the multi-connection bolts (81); each of the multi-connection bolts (81) passes through the connecting plate body (4) and the multi-jointing member (7) and is threadedly connected to the multi-connection nut (82).
5. The pile foundation module structure according to claim 4, characterized in that: The connecting plate body (4) is abutted against the bottom of the support platform (1), and when the multiple connecting bolts (81) pass through the connecting plate body (4), a placement groove (9) for placing the head of each multiple connecting bolt (81) is provided at the bottom of the support platform (1) at a position corresponding to the head of each multiple connecting bolt (81).
6. The pile foundation module structure according to claim 5, characterized in that: The shape of the placement groove (9) is adapted to the shape of the head of the multiple connection bolt (81) and limits the circumferential rotation of the multiple connection bolt (81).
7. The pile foundation module structure according to claim 1, characterized in that: The support platform (1) is sheathed with a side support ring (10) on the side, an outer expansion support ring (11) is sheathed on the outer ring of the side support ring (10), and multiple groups of support components (12) are connected between the outer expansion support ring (11) and the side support ring (10).
8. The pile foundation module structure according to claim 7, characterized in that: The support assembly (12) comprises a first screw rod (121) hinged to an external expansion support ring (11), a second screw rod (122) hinged to a side support ring (10), and a double screw sleeve (123) connecting the first screw rod (121) and the second screw rod (122); a reinforcement layer (13) is provided on the outer periphery of the external expansion support ring (11).
