Building pile reinforcing device with anti-seismic structure for building construction

Abstract

The utility model relates to the field of reinforcing devices, in particular to a building pile reinforcing device with an anti-seismic structure for building construction. The technical problems that a building pile reinforcing device usually adopts a simple structure and static load pressure arrangement, when shaking and impact occur, a pile foundation of the building pile reinforcing device deviates too much, and the overall supporting effect is reduced are solved. According to the technical scheme, the building pile reinforcing device for building construction with the anti-seismic structure comprises a first-stage reinforcing assembly, a second-stage reinforcing assembly, a third-stage reinforcing assembly, a building pile body, a first interval adjusting assembly, a second interval adjusting assembly and a center adjusting assembly; the first-stage reinforcing assembly, the second-stage reinforcing assembly and the third-stage reinforcing assembly surround the outer side of the building pile body in a step shape from bottom to top to form step-by-step positioning protection, the diameters of the building pile body are different, and the building pile body can be positioned by sequentially installing and sleeving corresponding annular plates through the first extending plate, the second extending plate and the third extending plate.

Description

Technical Field

[0001] The utility model relates to the field of reinforcement devices, in particular to a building pile reinforcement device with an earthquake-resistant structure for building construction. Background Art

[0002] A building pile is composed of a foundation pile and a pedestal connected to the top of the pile. A building pile reinforcement device for construction is a device used to reinforce building piles to improve the bearing capacity and stability of the building piles. The building pile foundation is an ancient foundation type. The pile foundation passes through the soft soil layer and transmits the load of the building through the piles to the deep soil layer with stronger bearing capacity, or compacts the soft soil layer to increase the bearing capacity and deformation modulus of the foundation soil. The existing building pile reinforcement device, during use, usually adopts a simple structure and static load pressure setting. When shaking and impact occur, the pile foundation will deflect too much, reducing the overall support effect. Therefore, we propose a building pile reinforcement device for construction with an earthquake-resistant structure to solve the above-mentioned problems. Utility Model Content

[0003] In order to overcome the problem that building pile reinforcement devices are usually equipped with simple structures and static load pressure settings, when shaking and impact occur, the pile foundation will deflect too much, reducing the overall support effect.

[0004] The technical solution of the utility model is: a building pile reinforcement device with an earthquake-resistant structure for construction, comprising a primary reinforcement component, a secondary reinforcement component, a tertiary reinforcement component, a building pile body, a first spacing adjustment component, a second spacing adjustment component and a central adjustment component; the outer side of the building pile body is surrounded by a primary reinforcement component, a secondary reinforcement component and a tertiary reinforcement component for gradually reinforcing the earthquake-resistant protection arrangement in a stepped manner from bottom to top, a central adjustment component for adjustment operation is penetrated through the middle of the primary reinforcement component, the secondary reinforcement component and the tertiary reinforcement component, both ends of the primary reinforcement component and the secondary reinforcement component are provided with a first spacing adjustment component for steering spacing adjustment, and both ends of the secondary reinforcement component and the tertiary reinforcement component are provided with a second spacing adjustment component for steering spacing adjustment.

[0005] Preferably, the first extension plate, the second extension plate and the third extension plate are sequentially installed and sleeved with corresponding ring plates to position the building pile body. Due to different terrains and angles, the first-level reinforcement component, the second-level reinforcement component and the third-level reinforcement component are raised and lowered by the central adjustment component to better adapt to the height of the building pile body and expand. The first-level reinforcement component, the second-level reinforcement component and the third-level reinforcement component are driven to turn and adjust through the first spacing adjustment component and the second spacing adjustment component to improve the overall reinforcement adjustment performance.

[0006] Preferably, the first-level reinforcement assembly includes a first reinforcement ring plate, a first extension plate, a first positioning ring, a seismic frame and a shock-absorbing sleeve. A first extension plate is provided in the middle inner part of the first reinforcement ring plate, a first positioning ring is provided at one end of the first extension plate away from the first reinforcement ring plate, a first mounting hole is provided along the edge of the first extension plate, and first plug-in grooves are provided at both ends of the first reinforcement ring plate. Installation operations can be performed sequentially through the first mounting hole, the second mounting hole and the third mounting hole.

[0007] Preferably, a plurality of groups of anti-vibration frames are provided along the lower end of the first reinforcement ring plate, and a plurality of groups of shock-absorbing sleeves are sleeved along the upper edge of the anti-vibration frames, so that the anti-vibration frames are used to form a bottom support operation.

[0008] Preferably, the secondary reinforcement assembly includes a second reinforcement ring plate, a second plug-in groove, a second extension plate and a second positioning ring. A second extension plate is provided in the middle inner side of the second reinforcement ring plate, a second positioning ring is provided at one end of the second extension plate away from the second reinforcement ring plate, a second mounting hole is provided along the edge of the second extension plate, and second plug-in grooves are provided at both ends of the second reinforcement ring plate. The first positioning ring, the second positioning ring and the third positioning ring form a three-point positioning annular reinforcement operation for the building pile body.

[0009] Preferably, the third-level reinforcement assembly includes a third reinforcement ring plate, a third extension plate and a third positioning ring. A third extension plate is provided in the middle inner part of the third reinforcement ring plate, and a third positioning ring is provided at one end of the third extension plate away from the third reinforcement ring plate. Third plug-in slots are provided at both ends of the third reinforcement ring plate. The first-level reinforcement assembly, the second-level reinforcement assembly and the third-level reinforcement assembly can be combined and connected in sequence through the first plug-in slot, the second plug-in slot and the third plug-in slot.

[0010] Preferably, the first spacing adjustment component and the second spacing adjustment component have the same structural arrangement, and the first spacing adjustment component and the second spacing adjustment component both include a first adjustment frame, a first tensioning bolt, a first pin, an insertion column, a shock-absorbing sleeve, a second adjustment frame, a second pin, an insertion rod, a shock-absorbing sleeve and a second tensioning bolt, a first pin is provided between the first adjustment frame and the primary reinforcement component, a first tensioning bolt is provided between the first pin and the first adjustment frame, a second adjustment frame is provided in a direction away from the first pin on the first adjustment frame, a second pin is provided between the second adjustment frame and the secondary reinforcement component, a second tensioning bolt is provided between the second pin and the secondary reinforcement component, an insertion rod is passed through the connection between the first adjustment frame and the second adjustment frame, a shock-absorbing sleeve is provided along the lower edge of the insertion rod, the first pin passes through the primary reinforcement component and is downwardly connected to a shock-absorbing sleeve, a insertion column is provided at the lower end of the shock-absorbing sleeve, and the insertion rod and the shock-absorbing frame are inserted into the lower operation synchronously in sequence to form a regional distributed support to avoid mutual interference, and the shock-absorbing sleeve and the shock-absorbing sleeve provide shock-absorbing support protection in sequence.

[0011] Preferably, the center adjustment component includes a telescopic sleeve and a latch. The telescopic sleeve is connected in two sets. A latch is provided between the two sets of telescopic sleeves. When performing center adjustment, the two sets are positioned and adjusted through the latch.

[0012] Beneficial effects of the utility model:

[0013] 1. According to the previous simple structure and static load pressure setting, when shaking and impact occur, the pile foundation will deviate too much. What is different is that the first-level reinforcement component, the second-level reinforcement component and the third-level reinforcement component are used to surround the outer side of the building pile body in a stepped manner from bottom to top to form a step-by-step positioning protection. The diameter of the building pile body is different. The first extension plate, the second extension plate and the third extension plate can be used to install and sleeve the corresponding ring plates in sequence to position the building pile body. Due to different terrain and angles, the first-level reinforcement component, the second-level reinforcement component and the third-level reinforcement component are raised and lowered by the central adjustment component to better adapt to the height of the building pile body and expand it. The first spacing adjustment component and the second spacing adjustment component are used to drive the steering adjustment operation of the first-level reinforcement component, the second-level reinforcement component and the third-level reinforcement component to improve the overall reinforcement adjustment performance.

[0014] 2. When making adjustments, the first tensioning bolt and the second tensioning bolt can adjust the first pin and the second pin respectively, so that the first reinforcement assembly and the third reinforcement assembly are turned to the appropriate position with the second reinforcement assembly as the center, and the plug rod and the seismic frame are inserted into the lower operation in turn to form a regional distributed support to avoid mutual interference, and the shock-absorbing sleeve and the seismic sleeve are used for seismic support protection in turn. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 It is a schematic diagram of the overall structure of the utility model;

[0016] Figure 2 This is a schematic diagram of a first spacing adjustment component of the utility model;

[0017] Figure 3 This is a schematic diagram of the central adjustment component of the utility model;

[0018] Figure 4 It is a schematic diagram of the utility model from another angle.

[0019] Explanation of reference numerals: 1. primary reinforcement assembly; 2. secondary reinforcement assembly; 3. tertiary reinforcement assembly; 4. building pile body; 5. first spacing adjustment assembly; 6. second spacing adjustment assembly; 7. center adjustment assembly; 101. first reinforcement ring plate; 102. first extension plate; 103. first mounting hole; 104. first positioning ring; 105. seismic frame; 106. shock-absorbing sleeve; 107. first plug-in slot; 201. second reinforcement ring plate; 202. second plug-in slot; 203. second extension plate Extension plate; 204, second positioning ring; 205, second mounting hole; 301, third reinforcement ring plate; 302, third plug-in slot; 303, third extension plate; 304, third positioning ring; 501, first adjustment frame; 502, first tensioning bolt; 503, first pin column; 504, plug column; 505, shock-absorbing sleeve; 506, second adjustment frame; 507, second pin column; 508, plug rod; 509, anti-seismic sleeve; 510, second tensioning bolt; 701, telescopic sleeve; 702, plug pin. DETAILED DESCRIPTION

[0020] The utility model is further described below in conjunction with the accompanying drawings and embodiments.

[0021] See also Figure 1-2 The utility model provides an embodiment: a building pile reinforcement device for building construction with an earthquake-resistant structure, comprising a primary reinforcement component 1, a secondary reinforcement component 2, a tertiary reinforcement component 3, a building pile body 4, a first spacing adjustment component 5, a second spacing adjustment component 6 and a central adjustment component 7; the outer side of the building pile body 4 is surrounded by a primary reinforcement component 1, a secondary reinforcement component 2 and a tertiary reinforcement component 3 for gradually reinforcing the earthquake-resistant protection setting in a stepped manner from bottom to top, a central adjustment component 7 for adjustment operation is penetrated in the middle of the primary reinforcement component 1, the secondary reinforcement component 2 and the tertiary reinforcement component 3, both ends of the primary reinforcement component 1 and the secondary reinforcement component 2 are provided with a first spacing adjustment component 5 for steering spacing adjustment, and both ends of the secondary reinforcement component 2 and the tertiary reinforcement component 3 are provided with a second spacing adjustment component 6 for steering spacing adjustment.

[0022] See also Figure 2-3In this embodiment, the primary reinforcement component 1 includes a first reinforcement ring plate 101, a first extension plate 102, a first positioning ring 104, a seismic frame 105 and a shock-absorbing sleeve 106. The first extension plate 102 is provided in the middle of the inner side of the first reinforcement ring plate 101, and the first positioning ring 104 is provided at one end of the first extension plate 102 away from the first reinforcement ring plate 101. A first mounting hole 103 is provided along the first extension plate 102, and first plug-in grooves 107 are provided at both ends of the first reinforcement ring plate 101. The first mounting hole 103, the second mounting hole 205 and the third mounting hole can be used for sequential installation operations. A plurality of sets of seismic frames 105 are provided along the lower end of the first reinforcement ring plate 101, and a plurality of sets of shock-absorbing sleeves 106 are sleeved along the upper edge of the seismic frame 105, and the seismic frame 105 is used to form a bottom support operation.

[0023] See also Figure 3-4 In this embodiment, the secondary reinforcement assembly 2 includes a second reinforcement ring plate 201, a second plug-in slot 202, a second extension plate 203 and a second positioning ring 204. The second extension plate 203 is provided at the middle of the inner side of the second reinforcement ring plate 201. The second extension plate 203 is provided with a second positioning ring 204 at one end away from the second reinforcement ring plate 201. A second mounting hole 205 is provided along the second extension plate 203. The second plug-in slot 202 is provided at both ends of the second reinforcement ring plate 201. The building pile body 4 is fixed by the first positioning ring 104, the second positioning ring 204 and the third positioning ring 304. A three-point positioning annular reinforcement operation is formed, and the three-level reinforcement component 3 includes a third reinforcement ring plate 301, a third extension plate 303 and a third positioning ring 304. The third extension plate 303 is provided in the middle of the inner side of the third reinforcement ring plate 301, and the third positioning ring 304 is provided at one end of the third extension plate 303 away from the third reinforcement ring plate 301. Both ends of the third reinforcement ring plate 301 are provided with third plug-in slots 302. The first reinforcement component 1, the second reinforcement component 2 and the third reinforcement component 3 can be combined and connected in sequence through the first plug-in slot 107, the second plug-in slot 202 and the third plug-in slot 302.

[0024] See also Figure 1-4In this embodiment, the first spacing adjustment component 5 and the second spacing adjustment component 6 have the same structural arrangement. Both the first spacing adjustment component 5 and the second spacing adjustment component 6 include a first adjustment frame 501, a first tensioning bolt 502, a first pin column 503, a plug column 504, a shock-absorbing sleeve 505, a second adjustment frame 506, a second pin column 507, a plug rod 508, an anti-vibration sleeve 509 and a second tensioning bolt 510. A first pin column 503 is provided between the first adjustment frame 501 and the primary reinforcement component 1, a first tensioning bolt 502 is provided between the first pin column 503 and the first adjustment frame 501, a second adjustment frame 506 is provided on the first adjustment frame 501 away from the first pin column 503, a second pin column 507 is provided between the second adjustment frame 506 and the secondary reinforcement component 2, and the second pin column 507 and A second tensioning bolt 510 is provided between the secondary reinforcement components 2, and an insertion rod 508 is passed through the connection between the first adjustment frame 501 and the second adjustment frame 506. An anti-seismic sleeve 509 is provided along the lower edge of the insertion rod 508. The first pin 503 passes through the primary reinforcement component 1 and is downwardly connected to a shock-absorbing sleeve 505. The lower end of the shock-absorbing sleeve 505 is provided with an insertion column 504. The insertion rod 508 and the anti-seismic frame 105 are inserted into the lower operation in sequence to form a regional distributed support to avoid mutual interference. The shock-absorbing sleeve 505 and the anti-seismic sleeve 509 provide anti-seismic support protection in sequence. The central adjustment component 7 includes a telescopic sleeve 701 and a latch 702. The telescopic sleeve 701 is connected in two sets. A latch 702 is provided between the two sets of telescopic sleeves 701. When the center adjustment is performed, the two sets are positioned and adjusted by the latch 702.

[0025] During operation, when the center adjustment is performed, the two groups are positioned and adjusted through the latch 702, and the first, second and third reinforcement components 1, 2 and 3 can be sequentially combined and connected through the first insertion slot 107, the second insertion slot 202 and the third insertion slot 302, and the building pile body 4 is subjected to a three-point positioning annular reinforcement operation through the first positioning ring 104, the second positioning ring 204 and the third positioning ring 304, and the first installation hole 103, the second installation hole 205 and the third installation hole can be sequentially installed through the first spacing adjustment component 5 and the second spacing adjustment component 6, driving the first, second and third reinforcement components 1, 2 and 3 to turn and adjust the components;

[0026] When making adjustments, the first tensioning bolt 502 and the second tensioning bolt 510 can adjust the first pin 503 and the second pin 507 respectively, so that the first reinforcement component 1 and the third reinforcement component 3 are turned to the appropriate position with the second reinforcement component 2 as the center, and the insertion rod 508 and the seismic frame 105 are inserted into the lower position in sequence to form a regional distributed support to avoid mutual interference.

[0027] Through the above steps, the first extension plate 102, the second extension plate 203 and the third extension plate 303 are used to install and sleeve corresponding ring plates in sequence to position the building pile body 4. Due to different terrains and angles, the first-level reinforcement component 1, the second-level reinforcement component 2 and the third-level reinforcement component 3 are raised and lowered by the central adjustment component 7 to better adapt to the height of the building pile body 4 and expand it. The first spacing adjustment component 5 and the second spacing adjustment component 6 drive the first-level reinforcement component 1, the second-level reinforcement component 2 and the third-level reinforcement component 3 to perform steering adjustment operations, thereby improving the overall reinforcement adjustment performance.

[0028] The embodiments of the present invention are described in detail above in conjunction with the accompanying drawings, but the present invention is not limited to the above embodiments, and various changes can be made within the knowledge scope of those skilled in the art without departing from the purpose of the present invention.

Claims

1. A construction pile reinforcement device for construction with an earthquake-resistant structure, comprising a primary reinforcement assembly (1); characterized in that: The invention also comprises a secondary reinforcement component (2), a tertiary reinforcement component (3), a building pile body (4), a first spacing adjustment component (5), a second spacing adjustment component (6) and a central adjustment component (7); the outer side of the building pile body (4) is provided with a primary reinforcement component (1), a secondary reinforcement component (2) and a tertiary reinforcement component (3) for gradually reinforcing the anti-seismic protection device in a stepped manner from bottom to top; a central adjustment component (7) for adjustment operation is provided through the middle of the primary reinforcement component (1), the secondary reinforcement component (2) and the tertiary reinforcement component (3); both ends of the primary reinforcement component (1) and the secondary reinforcement component (2) are provided with a first spacing adjustment component (5) for turning spacing adjustment; both ends of the secondary reinforcement component (2) and the tertiary reinforcement component (3) are provided with a second spacing adjustment component (6) for turning spacing adjustment.

2. A construction pile reinforcement device for building construction with an earthquake-resistant structure according to claim 1, characterized in that: The primary reinforcement assembly (1) comprises a first reinforcement ring plate (101), a first extension plate (102), a first positioning ring (104), an anti-vibration frame (105) and a shock-absorbing sleeve (106); the first extension plate (102) is provided at the middle of the inner side of the first reinforcement ring plate (101); a first positioning ring (104) is provided at one end of the first extension plate (102) away from the first reinforcement ring plate (101); a first mounting hole (103) is provided along the edge of the first extension plate (102); and first plugging grooves (107) are provided at both ends of the first reinforcement ring plate (101).

3. A construction pile reinforcement device for construction with an earthquake-resistant structure according to claim 2, characterized in that: A plurality of groups of anti-vibration frames (105) are arranged along the lower end of the first reinforcing ring plate (101), and a plurality of groups of shock-absorbing sleeve blocks (106) are sleeved along the upper end of the anti-vibration frames (105).

4. The construction pile reinforcement device for building construction with an earthquake-resistant structure according to claim 1, characterized in that: The secondary reinforcement component (2) comprises a second reinforcement ring plate (201), a second plugging slot (202), a second extension plate (203) and a second positioning ring (204); a second extension plate (203) is provided in the middle of the inner side of the second reinforcement ring plate (201); a second positioning ring (204) is provided at one end of the second extension plate (203) away from the second reinforcement ring plate (201); a second mounting hole (205) is provided along the edge of the second extension plate (203); and second plugging slots (202) are provided at both ends of the second reinforcement ring plate (201).

5. The construction pile reinforcement device for building construction with an earthquake-resistant structure according to claim 1, characterized in that: The third-level reinforcement assembly (3) comprises a third reinforcement ring plate (301), a third extension plate (303) and a third positioning ring (304); the third extension plate (303) is provided at the inner middle part of the third reinforcement ring plate (301); the third positioning ring (304) is provided at one end of the third extension plate (303) away from the third reinforcement ring plate (301); and third insertion grooves (302) are provided at both ends of the third reinforcement ring plate (301).

6. The construction pile reinforcement device for building construction with an earthquake-resistant structure according to claim 1, characterized in that: The first spacing adjustment component (5) and the second spacing adjustment component (6) have the same structural arrangement. The first spacing adjustment component (5) and the second spacing adjustment component (6) both include a first adjustment frame (501), a first tensioning bolt (502), a first pin column (503), an insertion column (504), a shock-absorbing sleeve (505), a second adjustment frame (506), a second pin column (507), an insertion rod (508), an anti-vibration sleeve (509) and a second tensioning bolt (510). A first pin column (503) is provided between the first adjustment frame (501) and the primary reinforcement component (1). A first tensioning bolt (510) is provided between the first pin column (503) and the first adjustment frame (501). 502), a second adjustment frame (506) is provided on the first adjustment frame (501) away from the first pin (503), a second pin (507) is provided between the second adjustment frame (506) and the secondary reinforcement component (2), a second loosening bolt (510) is provided between the second pin (507) and the secondary reinforcement component (2), an insertion rod (508) is passed through the connection between the first adjustment frame (501) and the second adjustment frame (506), a shock-resistant sleeve (509) is sleeved along the lower edge of the insertion rod (508), the first pin (503) passes through the primary reinforcement component (1) and is connected downwardly to a shock-absorbing sleeve (505), and a insertion column (504) is provided at the lower end of the shock-absorbing sleeve (505).

7. The construction pile reinforcement device for building construction with an earthquake-resistant structure according to claim 1, characterized in that: The central adjustment component (7) comprises a telescopic sleeve (701) and a latch (702). The telescopic sleeve (701) is connected by two sets of sleeves, and a latch (702) is arranged between the two sets of telescopic sleeves (701).

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