Foundation pipe pile reinforcing and force bearing equipment
By designing the bearing equipment for foundation pipe piles and using the combined structure of motor drive gear and threaded sleeve rod, stable clamping and segmented embracing reinforcement of pipe piles is achieved, which solves the problem of unstable construction of pipe piles in the existing technology. , improves construction depth and stability.
Patent Information
- Application Number
- CN202323568691.9
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2023-12-26
- Publication Date
- 2024-12-20
- Estimated Expiration
- 2033-12-26
AI Technical Summary
The existing pipe piles cannot be firmly supported during the construction of the riser, resulting in different heights of the pipe piles and settlement, which affects the construction stability and safety.
A foundation pipe pile reinforcement bearing equipment is designed, including front reinforcement clamping plate and rear reinforcement clamping plate, equipped with an inner fixing seat, fixed ground cone, forward and reverse motor, gear, semi-arc clamping plate and tensioning spring, through the motor The drive gear and threaded sleeve rod achieve stable clamping of the pipe piles, and are reinforced in segments through the pipe clamp.
Effectively ensure the construction depth and stability of the main body of the pipe pile, adapt to pipe piles of different sizes, enhance the stability and safety of the pipe piles.
Smart Images
Figure CN222206313U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of construction equipment, in particular to a foundation pipe pile reinforcement bearing device. Background Art
[0002] As a common foundation material, steel pipe piles have been widely used in civil engineering. It is a pile foundation composed of steel pipes, which is mainly used to solve the problem of unstable or uneven soil to ensure the stability of buildings or other structures. Standpipe is a commonly used steel pipe pile construction method. During the standpipe construction, the steel pipe needs to be embedded in the soil first, and then the steel pipe is gradually pushed down into the soil by jacking the steel pipe.
[0003] However, the existing pipe piles cannot be stably supported when erecting the pipes, which may cause settlement and lead to different heights of the pipe piles. Therefore, it is particularly important to design a foundation pipe pile reinforcement load-bearing device to change the above technical defects and improve the overall practicality. Utility Model Content
[0004] The purpose of the utility model is to provide a foundation pipe pile reinforcement load-bearing device to solve the problems raised in the above background technology.
[0005] In order to achieve the above purpose, the utility model provides the following technical solutions:
[0006] A foundation pipe pile reinforcement load-bearing device comprises a pipe pile body and a pipe pile reinforcement structure, wherein the pipe pile reinforcement structure comprises a front reinforcement card plate and a rear reinforcement card plate, wherein the left and right sides of the top of the front reinforcement card plate and the rear reinforcement card plate are both provided with an inner fixing seat, wherein a fixed ground cone is inserted into the inner part of the inner fixing seat, wherein the interior of the front reinforcement card plate and the rear reinforcement card plate are both provided with a rectangular groove, wherein a forward and reverse motor is installed in the interior of the rectangular groove, wherein an internal threaded sleeve rod is rotatably connected to the interior of the rectangular groove and located on the right side of the forward and reverse motor, wherein the internal threaded sleeve rod is The internal thread of the rod is connected to a threaded rod, and the outer side of the internal threaded sleeve rod and the output ends of the forward and reverse motors are fixedly sleeved with mutually meshing gears, the through end of the threaded rod is connected to a semi-arc clamping plate, and the outer side of the through section of the threaded rod is sleeved with a tensioning spring, and the tops of the front reinforcement clamps and the rear reinforcement clamps are both provided with supporting vertical poles, and the outer side of the supporting vertical poles is symmetrically fixedly sleeved with a fixing sleeve up and down, and a pipe clamp is provided on the inner side of the fixing sleeve, and the two groups of corresponding front and rear pipe clamps are connected by a locking bolt assembly.
[0007] As a preferred solution of the utility model, the front reinforcing card plate and the rear reinforcing card plate have semicircular notches opened inwardly on the opposite sides thereof, and the pipe pile body is inserted at a position between the front reinforcing card plate and the rear reinforcing card plate.
[0008] As a preferred solution of the utility model, a controller is arranged on the outer side of the front reinforcement card plate, wherein the controller is connected to the forward and reverse motors respectively through wires, and the connection method is electrical connection.
[0009] As a preferred solution of the utility model, one end of the internally threaded sleeve is rotatably connected to the inside of the rectangular groove through a bearing seat, and the forward and reverse motor is fixedly installed in the inside of the rectangular groove by bolts.
[0010] As a preferred solution of the utility model, the left sides of the front reinforcement card and the rear reinforcement card are rotatably connected by a hinge, and the right sides of the front reinforcement card and the rear reinforcement card are connected by a connecting plate, wherein the connecting plate is respectively connected to the front reinforcement card and the rear reinforcement card by bolts.
[0011] As a preferred solution of the utility model, the connection between the inner fixed seat and the fixed ground cone is a sliding connection, and the bottom end of the fixed ground cone passes through the bottom of the front reinforcement card plate and the bottom of the rear reinforcement card plate respectively.
[0012] As a preferred solution of the utility model, a hard rubber pad is provided on the inner side of the semi-arc clamping plate.
[0013] Compared with the prior art, the beneficial effects of the utility model are:
[0014] In the utility model, a foundation pipe pile reinforcement load-bearing device is set up, and the bottom of the pipe pile body can be fixed with the cooperation of the front reinforcement clamping plate and the rear reinforcement clamping plate, and the semi-arc clamping plate is operated to clamp the surface of the pipe pile body to ensure the construction depth of the pipe pile body, and can adapt to pipe pile bodies of different sizes. It is connected to the soil by fixing the ground cone, and the stability of the reinforcement clamping plate is increased to ensure the stability and safety of the pipe pile body. In addition, the pipe clamp can carry out segmented embracing reinforcement on the pipe pile body, which greatly improves the stability. BRIEF DESCRIPTION OF THE DRAWINGS
[0015] Figure 1 This is the main view of the overall structure of the utility model;
[0016] Figure 2 This is a top view of the overall structure of the utility model;
[0017] Figure 3 This is an enlarged schematic diagram of structure A of the utility model;
[0018] Figure 4 It is a top view of the local structure of the utility model.
[0019] In the figure: 1. pipe pile body; 2. pipe pile reinforcement structure; 201. front reinforcement clamp; 202. rear reinforcement clamp; 203. internal fixing seat; 204. fixed ground cone; 205. rectangular groove; 206. forward and reverse motor; 207. internal threaded sleeve rod; 208. threaded rod; 209. gear; 210. semi-arc clamping plate; 211. tensioning spring; 212. supporting pole; 213. fixing sleeve; 214. pipe clamp; 215. locking bolt assembly. DETAILED DESCRIPTION
[0020] The technical solutions in the embodiments of the utility model will be clearly and completely described below in conjunction with the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, rather than all of the embodiments. Based on the embodiments of the utility model, all other embodiments obtained by ordinary technicians in this field without making creative work are within the scope of protection of the utility model.
[0021] For examples, see Figure 1-4 , the utility model provides a technical solution:
[0022] A foundation pipe pile reinforcement load-bearing device comprises a pipe pile body 1 and a pipe pile reinforcement structure 2.
[0023] In this embodiment, please refer to Figure 2 and Figure 3 and Figure 4 The pipe pile reinforcement structure 2 includes a front reinforcement card plate 201 and a rear reinforcement card plate 202. The left and right sides of the top of the front reinforcement card plate 201 and the rear reinforcement card plate 202 are both provided with an inner fixing seat 203. A fixed ground cone 204 is inserted into the inner fixing seat 203. A rectangular groove 205 is opened inside the front reinforcement card plate 201 and the rear reinforcement card plate 202. A forward and reverse motor 206 is installed inside the rectangular groove 205. An internal threaded sleeve rod 207 is rotatably connected to the inside of the rectangular groove 205 and located on the right side of the forward and reverse motor 206. The internal thread of the internal threaded sleeve rod 207 is threadedly connected to the threaded rod 20 8. The outer side of the internal threaded sleeve rod 207 and the output end of the forward and reverse motor 206 are fixedly sleeved with mutually meshing gears 209, the through end of the threaded rod 208 is connected with a semi-arc clamping plate 210, the outer side of the through section of the threaded rod 208 is sleeved with a tensioning spring 211, the tops of the front reinforcement card plate 201 and the rear reinforcement card plate 202 are both provided with supporting vertical rods 212, the outer side of the supporting vertical rod 212 is symmetrically sleeved with a fixing sleeve 213, the inner side of the fixing sleeve 213 is provided with a pipe clamp 214, and the two groups of corresponding front and rear pipe clamps 214 are connected by a locking bolt assembly 215;
[0024] The front reinforcing card plate 201 and the rear reinforcing card plate 202 have semicircular notches on their opposite sides. The pipe pile body 1 is inserted between the front reinforcing card plate 201 and the rear reinforcing card plate 202. A controller is provided on the outside of the front reinforcing card plate 201. The controller is connected to the forward and reverse motors 206 through wires, and the connection is electrical. One end of the internal threaded sleeve 207 is rotatably connected to the inside of the rectangular groove 205 through a bearing seat. The forward and reverse motors 206 are fixedly installed in the inner part of the rectangular groove 205 by bolts. The left sides of the front reinforcement card plate 201 and the rear reinforcement card plate 202 are rotatably connected by a hinge, and the right sides of the front reinforcement card plate 201 and the rear reinforcement card plate 202 are connected by a connecting plate, wherein the connecting plate is respectively connected to the front reinforcement card plate 201 and the rear reinforcement card plate 202 by bolts, and the connection between the inner fixed seat 203 and the fixed ground cone 204 is a sliding connection, and the bottom ends of the fixed ground cone 204 respectively pass through the bottoms of the front reinforcement card plate 201 and the rear reinforcement card plate 202, and a hard rubber pad is provided on the inner side of the semi-arc clamping plate 210.
[0025] The working process of the utility model is as follows: when using the local foundation pipe pile reinforcement load-bearing equipment, the pipe pile body 1 is inserted into the foundation pit in the form of a vertical pipe, and then the front reinforcement card plate 201 and the rear reinforcement card plate 202 are opened under the connection of the hinge, and the semicircular notch is clamped at the root position of the pipe pile body 1, and then the connecting plate is connected to the front reinforcement card plate 201 and the rear reinforcement card plate 202 by bolts to make them closed, and then the fixed ground cone 204 is hammered by a tool to make the fixed ground cone 204 move downward in the inner fixing seat 203 and insert into the soil, thereby increasing the stability of the reinforced bottom plate. After being fixed, the forward and reverse motors 206 are started to drive the two sets of gears 209 to rotate, so that the internal threaded sleeve 207 rotates and drives the internal threaded rod 208 to extend to the outer end, and finally drives the semi-arc clamping plate 210 to clamp the surface of the pipe pile body 1, ensuring the construction depth of the pipe pile body 1, and can adapt to pipe pile bodies of different sizes. After the bottom is fixed, the two sets of pipe clamps 214 can be locked by the locking bolt assembly 215, and the pipe pile body can be segmentedly surrounded and reinforced, which greatly improves the stability and ensures the construction depth of the pipe pile body.
[0026] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.
Claims
1. A foundation pipe pile reinforcement bearing device, comprising a pipe pile body (1) and a pipe pile reinforcement structure (2), characterized in that: The pipe pile reinforcement structure (2) comprises a front reinforcement card plate (201) and a rear reinforcement card plate (202), the left and right sides of the top of the front reinforcement card plate (201) and the rear reinforcement card plate (202) are both provided with an inner fixing seat (203), a fixed ground cone (204) is inserted into the inner part of the inner fixing seat (203), a rectangular groove (205) is opened inside the front reinforcement card plate (201) and the rear reinforcement card plate (202), a forward and reverse motor (206) is installed inside the rectangular groove (205), an internal threaded sleeve rod (207) is rotatably connected inside the rectangular groove (205) and located on the right side of the forward and reverse motor (206), and the internal thread of the internal threaded sleeve rod (207) is threadedly connected to the threaded rod (2 08), the outer side of the internal threaded sleeve rod (207) and the output end of the forward and reverse motor (206) are fixedly sleeved with mutually meshing gears (209), the through end of the threaded rod (208) is connected with a semi-arc clamping plate (210), the outer side of the through section of the threaded rod (208) is sleeved with a tensioning spring (211), the tops of the front reinforcement card plate (201) and the rear reinforcement card plate (202) are both provided with supporting vertical rods (212), the outer side of the supporting vertical rod (212) is symmetrically fixedly sleeved with a fixing sleeve (213) in an upper and lower manner, the inner side of the fixing sleeve (213) is provided with a pipe clamp (214), and the two groups of corresponding front and rear pipe clamps (214) are connected by a locking bolt assembly (215).
2. The foundation pipe pile reinforcement bearing equipment according to claim 1, characterized in that: The front reinforcing card plate (201) and the rear reinforcing card plate (202) are both provided with semicircular notches facing inward on their opposite sides, and the pipe pile body (1) is inserted at a position between the front reinforcing card plate (201) and the rear reinforcing card plate (202).
3. The foundation pipe pile reinforcement load-bearing equipment according to claim 1, characterized in that: A controller is arranged on the outer side of the front reinforcement card plate (201), wherein the controller is connected to the forward and reverse motors (206) respectively via wires, and the connection method is electrical connection.
4. The foundation pipe pile reinforcement bearing equipment according to claim 1, characterized in that: One end of the internal thread sleeve (207) is rotatably connected to the inside of the rectangular groove (205) via a bearing seat, and the forward and reverse motor (206) is fixedly installed in the inside of the rectangular groove (205) via bolts.
5. The foundation pipe pile reinforcement bearing equipment according to claim 1, characterized in that: The left sides of the front reinforcement card plate (201) and the rear reinforcement card plate (202) are rotatably connected via hinges, and the right sides of the front reinforcement card plate (201) and the rear reinforcement card plate (202) are connected via a connecting plate, wherein the connecting plate is respectively connected to the front reinforcement card plate (201) and the rear reinforcement card plate (202) via bolts.
6. The foundation pipe pile reinforcement load-bearing equipment according to claim 1, characterized in that: The connection between the inner fixed seat (203) and the fixed ground cone (204) is a sliding connection, and the bottom end of the fixed ground cone (204) passes through the bottom of the front reinforcement card plate (201) and the bottom of the rear reinforcement card plate (202) respectively.
7. The foundation pipe pile reinforcement bearing equipment according to claim 1, characterized in that: A hard rubber pad is provided on the inner side of the semi-arc clamping plate (210).