CN216551895U - Novel prestressed high-strength concrete pipe pile - Google Patents
Novel prestressed high-strength concrete pipe pile Download PDFInfo
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- CN216551895U CN216551895U CN202123415047.9U CN202123415047U CN216551895U CN 216551895 U CN216551895 U CN 216551895U CN 202123415047 U CN202123415047 U CN 202123415047U CN 216551895 U CN216551895 U CN 216551895U
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Abstract
The utility model discloses a novel prestressed high-strength concrete pipe pile, which comprises: the device comprises a tubular pile and a clamping block, wherein side plates are arranged on the outer walls of two sides of the tubular pile, and a polish rod penetrates through one side of each side plate; the one end at the curb plate is connected to fixture block one side, the fixture block is installed in the middle of the notch of tubular pile outer wall, the internal connection of fixture block has the gim peg, one side gomphosis that the fixture block was kept away from to the gim peg is in the middle of the notch of tubular pile. This novel prestressing force high strength concrete tubular pile, through when two tubular pile docks, pass through the fixture block with the curb plate that corresponds and the dog is installed on the outer wall of tubular pile, make the bottom of two tubular piles and the curb plate at top align after that, with on the curb plate through connection to the bottom tubular pile of polished rod from the curb plate of the tubular pile of upper end this moment, path when two tubular piles dock will be restricted like this to can accurate the connection when making two tubular pile docks.
Description
Technical Field
The utility model relates to the technical field of concrete pipe piles, in particular to a novel prestressed high-strength concrete pipe pile.
Background
The novel prestressed concrete tubular pile can be divided into a post-tensioning prestressed tubular pile and a pre-tensioning prestressed tubular pile. The pre-tensioning method prestressed pipe pile is a hollow cylinder body elongated concrete prefabricated component which is manufactured by adopting a pre-tensioning method prestressed process and a centrifugal forming method, and mainly comprises a cylindrical pile body, an end plate, a steel ferrule and the like;
like the prestressed concrete tubular pile of a high strength of publication No. CN211228483U, the plug and the socket looks adaptation that corresponds are annular equidistant on the plug and seted up a plurality of fixed slots, are annular equidistant on the socket and seted up a plurality of first grooves, and slidable mounting has first trapezoidal seat in the first groove. The utility model has reasonable design, and is convenient for connecting adjacent tubular pile sections by matching the plug and the socket;
this prior art solution also has the following problems in use;
1. the novel prestressed high-strength concrete pipe piles lack a structure for accurate positioning during butt joint, so that errors exist in connection between the pipe piles in the actual butt joint process, and improvement is needed according to the defects of the existing products to meet the actual use requirements;
improvements are needed to address the above problems.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a novel prestressed high-strength concrete pipe pile, and aims to solve the problems that the novel prestressed high-strength concrete pipe pile provided by the background technology lacks a precise positioning structure during butt joint, so that errors exist in connection between pipe piles in the actual butt joint process, and improvement is needed according to the defects of the existing products to meet the actual use requirement.
In order to achieve the purpose, the utility model provides the following technical scheme: a novel prestressed high-strength concrete pipe pile comprises: the device comprises a tubular pile and clamping blocks, wherein side plates are arranged on the outer walls of two sides of the tubular pile, and a polish rod penetrates through one side of each side plate;
the one end at the curb plate is connected to fixture block one side, the fixture block is installed in the middle of the notch of tubular pile outer wall, the internal connection of fixture block has the gim peg, one side gomphosis that the fixture block was kept away from to the gim peg is in the middle of the notch of tubular pile.
Preferably, notches have been seted up on the outer wall at tubular pile both ends, the curb plate passes through the fixture block and the bayonet is connected between and is installed on the tubular pile with being connected through between the curb plate of the tubular pile of polished rod follow upper end to the curb plate of bottom tubular pile, and the route when two tubular piles dock like this will be restricted to can accurate the connection when making two tubular piles dock.
Preferably, the side plate includes:
the pressing blocks are installed on two sides of the side plate, one end, located inside the side plate, of each pressing block is connected with a transmission rod, one side of each transmission rod is connected with a rotating shaft in a penetrating mode, the other end of each transmission rod is connected with a butt joint block, and one side of each butt joint block is connected with a spring;
the other side of the butt joint block is connected with a guide plate, and one side of the guide plate is connected with a clamping bolt.
Preferably, the butt joint block, the spring and the guide plate are installed inside the fixture block, and an elastic linkage structure is formed among the butt joint block, the spring, the guide plate and the fixture block.
Preferably, transfer line and pivot are installed in the inside of curb plate, and two transfer lines constitute cross interlock structure through the pivot, will drive the gim peg when the deflector removes and move to fixture block inside, so just so can make fixture block and tubular pile break away from being connected, just can pull down curb plate and fixture block from the tubular pile inside this moment to be convenient for later stage dismantlement curb plate and fixture block.
Preferably, the tube pile includes:
the embedded bead is arranged at the top of the tubular pile, the bottom of the embedded bead is connected with a connecting block, the bottom of the connecting block is connected with a cushion block, the bottom of the cushion block is connected with a panel, and the bottom of the panel is connected with a raised head;
and the bayonet is arranged at the bottom of the tubular pile.
Preferably, gomphosis pearl, panel and plush copper are the rubber material, and the cushion passes through the interference connection between gomphosis pearl and the tubular pile top and installs the top at the tubular pile.
Preferably, the size of bayonet socket and the size phase-match of cushion, and the vertical perpendicular line of cushion and bayonet socket is located the vertical perpendicular line of tubular pile, and when two tubular piles butt joints, the bayonet socket on cushion, panel and plush copper will another tubular pile docks, because the cushion is the rubber material, will reduce the impact force when butt joint through the cushion between two tubular piles like this to the function of butt joint protection has been played.
Compared with the prior art, the novel prestressed high-strength concrete pipe pile has the beneficial effects that: the polished rod penetrates through and is connected to the side plate of the bottom tubular pile from the side plate of the tubular pile at the upper end, so that the path of the two tubular piles during butt joint is limited, and the two tubular piles can be accurately connected during butt joint; when the guide plate moves, the clamping bolt can be driven to move towards the inside of the clamping block, so that the clamping block can be disconnected from the tubular pile, and at the moment, the side plate and the clamping block can be detached from the inside of the tubular pile, so that the side plate and the clamping block can be detached conveniently in the later period; when two tubular piles are in butt joint, the cushion block, the panel and the raised head are in butt joint with the bayonet on the other tubular pile, and the cushion block is made of rubber, so that impact force generated during butt joint between the two tubular piles is reduced through the cushion block, and a butt joint protection function is achieved.
1. When two tubular piles dock, the corresponding side plates are installed on the outer wall of the tubular pile through the clamping blocks and the clamping bolts, then the bottom of the two tubular piles is aligned with the side plate at the top, the polished rod penetrates through the side plate of the tubular pile at the upper end and is connected to the side plate of the tubular pile at the bottom, and therefore the path when the two tubular piles dock is limited, and therefore the two tubular piles can be precisely connected when docked.
2. When demolising the curb plate, with the briquetting to the inside extrusion of curb plate, the briquetting just can drive through criss-cross transfer line and remove the butt joint piece like this, just can drive the deflector like this and remove to fixture block inside, will drive the gim peg when the deflector removes and remove to fixture block inside, so just can make fixture block and tubular pile break away from and be connected, just can follow the tubular pile inside with curb plate and fixture block at this moment and pull down to curb plate and fixture block are dismantled to the later stage of being convenient for.
3. During the use with the gomphosis pearl at cushion top with even the piece install the top at the tubular pile, when two tubular piles dock, cushion, panel and protruding head will dock the bayonet socket on another tubular pile, because the cushion is the rubber material, will reduce the impact force when docking through the cushion between two tubular piles like this to the function of butt joint protection has been played.
Drawings
FIG. 1 is a schematic front view of the present invention;
FIG. 2 is a schematic cross-sectional view of the present invention;
fig. 3 is a schematic diagram of a fixture block connection structure according to the present invention.
In the figure: 1. a tubular pile; 2. a side plate; 3. a polish rod; 4. a clamping block; 5. fastening a bolt; 6. briquetting; 7. a transmission rod; 8. a rotating shaft; 9. a butt joint block; 10. a spring; 11. a guide plate; 12. a chimeric bead; 13. connecting blocks; 14. cushion blocks; 15. a panel; 16. a raised head; 17. and (4) a bayonet.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-3, the present invention provides a technical solution: a novel prestressed high-strength concrete pipe pile comprises: the pipe pile comprises a pipe pile 1 and a clamping block 4, wherein side plates 2 are mounted on the outer walls of two sides of the pipe pile 1, and a polished rod 3 penetrates through one side of each side plate 2;
one side of the clamping block 4 is connected to one end of the side plate 2, the clamping block 4 is installed in a notch in the outer wall of the tubular pile 1, a clamping bolt 5 is connected inside the clamping block 4, and one side, far away from the clamping block 4, of the clamping bolt 5 is embedded in the notch of the tubular pile 1; notches are formed in the outer walls of two ends of a tubular pile 1, side plates 2 are installed on the tubular pile 1 through connection between clamping blocks 4 and clamping bolts 5 and the notches, when the two tubular piles 1 are in butt joint, the corresponding side plates 2 are installed on the outer wall of the tubular pile 1 through the clamping blocks 4 and the clamping bolts 5, then the bottom parts of the two tubular piles 1 are aligned with the top side plates 2, and at the moment, a polish rod 3 penetrates through the side plate 2 of the tubular pile 1 at the upper end to be connected to the side plate 2 of the tubular pile 1 at the bottom part, so that the butt joint path of the two tubular piles 1 is limited, and the two tubular piles 1 can be accurately connected during butt joint;
the side plate 2 includes: the pressing blocks 6 are installed on two sides of the side plate 2, one end, located inside the side plate 2, of each pressing block 6 is connected with a transmission rod 7, one side of each transmission rod 7 is connected with a rotating shaft 8 in a penetrating mode, the other end of each transmission rod 7 is connected with a butt-joint block 9, and one side of each butt-joint block 9 is connected with a spring 10; the other side of the butt joint block 9 is connected with a guide plate 11, and one side of the guide plate 11 is connected with a clamping bolt 5; the butt-joint block 9, the spring 10 and the guide plate 11 are arranged inside the fixture block 4, and an elastic linkage structure is formed among the butt-joint block 9, the spring 10, the guide plate 11 and the fixture block 4; the transmission rods 7 and the rotating shaft 8 are arranged inside the side plates 2, the two transmission rods 7 form a cross linkage structure through the rotating shaft 8, when the side plates 2 are disassembled, the pressing block 6 is extruded towards the inside of the side plates 2, so that the pressing block 6 can drive the butt-joint block 9 to move through the cross transmission rods 7, the butt-joint block 9 can drive the guide plate 11 to move towards the inside of the clamping block 4, the clamping bolt 5 can be driven to move towards the inside of the clamping block 4 when the guide plate 11 moves, the clamping block 4 can be disconnected from the tubular pile 1, at the moment, the side plates 2 and the clamping block 4 can be disassembled from the inside of the tubular pile 1, and therefore the side plates 2 and the clamping block 4 can be conveniently disassembled in the later period;
In summary, the following steps: when the novel prestressed high-strength concrete pipe pile is used, firstly, a polished rod 3 penetrates through and is connected to a side plate 2 of a bottom pipe pile 1 from a side plate 2 of an upper end pipe pile 1, so that the path of the two pipe piles 1 during butt joint is limited, and the two pipe piles 1 can be accurately connected during butt joint; when the guide plate 11 moves, the clamping bolt 5 is driven to move towards the inside of the clamping block 4, so that the clamping block 4 is separated from the tubular pile 1, and at the moment, the side plate 2 and the clamping block 4 can be detached from the inside of the tubular pile 1, so that the side plate 2 and the clamping block 4 can be detached conveniently in the later period; when two tubular piles 1 are butted, the cushion block 14, the panel 15 and the raised head 16 butt against the bayonet 17 on the other tubular pile 1, and the cushion block 14 is made of rubber, so that impact force generated during butt joint between the two tubular piles 1 is reduced through the cushion block 14, and a butt joint protection function is realized, which is the characteristic of a novel prestressed high-strength concrete tubular pile.
Although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that various changes in the embodiments and/or modifications of the utility model can be made, and equivalents and modifications of some features of the utility model can be made without departing from the spirit and scope of the utility model.
Claims (8)
1. A novel prestressed high-strength concrete pipe pile comprises: the pipe pile comprises a pipe pile (1) and clamping blocks (4), and is characterized in that side plates (2) are mounted on the outer walls of two sides of the pipe pile (1), and a polished rod (3) penetrates through one side of each side plate (2);
the one end at curb plate (2) is connected to fixture block (4) one side, install in the middle of the notch of tubular pile (1) outer wall fixture block (4), the internal connection of fixture block (4) has draw-in bolt (5), one side gomphosis that fixture block (4) were kept away from in the middle of the notch of tubular pile (1) in draw-in bolt (5).
2. The novel prestressed high-strength concrete pipe pile according to claim 1, characterized in that: notches are formed in the outer walls of the two ends of the tubular pile (1), and the side plates (2) are installed on the tubular pile (1) through connection between the clamping blocks (4), the clamping bolts (5) and the notches.
3. The novel prestressed high-strength concrete pipe pile according to claim 1, characterized in that: the side panel (2) comprises:
the pressing blocks (6) are installed on two sides of the side plate (2), one end, located inside the side plate (2), of each pressing block (6) is connected with a transmission rod (7), one side of each transmission rod (7) is connected with a rotating shaft (8) in a penetrating mode, the other end of each transmission rod (7) is connected with a butt-joint block (9), and one side of each butt-joint block (9) is connected with a spring (10);
the other side of the butt joint block (9) is connected with a guide plate (11), and one side of the guide plate (11) is connected with a clamping bolt (5).
4. The novel prestressed high-strength concrete pipe pile according to claim 3, characterized in that: the butt joint block (9), the spring (10) and the guide plate (11) are installed inside the clamping block (4), and an elastic linkage structure is formed among the butt joint block (9), the spring (10), the guide plate (11) and the clamping block (4).
5. The novel prestressed high-strength concrete pipe pile according to claim 3, characterized in that: the transmission rods (7) and the rotating shaft (8) are arranged inside the side plates (2), and the two transmission rods (7) form a cross linkage structure through the rotating shaft (8).
6. The novel prestressed high-strength concrete pipe pile according to claim 3, characterized in that: the tubular pile (1) comprises:
the embedded bead (12) is installed at the top of the tubular pile (1), the bottom of the embedded bead (12) is connected with a connecting block (13), the bottom of the connecting block (13) is connected with a cushion block (14), the bottom of the cushion block (14) is connected with a panel (15), and the bottom of the panel (15) is connected with a raised head (16);
and the bayonet (17) is arranged at the bottom of the tubular pile (1).
7. The novel prestressed high-strength concrete pipe pile according to claim 6, characterized in that: the embedded bead (12), the panel (15) and the raised head (16) are made of rubber, and the cushion block (14) is connected with the top of the tubular pile (1) through interference between the embedded bead (12) and the top of the tubular pile (1).
8. The novel prestressed high-strength concrete pipe pile according to claim 6, characterized in that: the size of bayonet (17) matches with the size of cushion (14), and the vertical line of cushion (14) and bayonet (17) is located the vertical line of tubular pile (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123415047.9U CN216551895U (en) | 2021-12-31 | 2021-12-31 | Novel prestressed high-strength concrete pipe pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123415047.9U CN216551895U (en) | 2021-12-31 | 2021-12-31 | Novel prestressed high-strength concrete pipe pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216551895U true CN216551895U (en) | 2022-05-17 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202123415047.9U Active CN216551895U (en) | 2021-12-31 | 2021-12-31 | Novel prestressed high-strength concrete pipe pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216551895U (en) |
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2021
- 2021-12-31 CN CN202123415047.9U patent/CN216551895U/en active Active
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