CN210031757U - Consolidate soft soil foundation tubular pile device - Google Patents
Consolidate soft soil foundation tubular pile device Download PDFInfo
- Publication number
- CN210031757U CN210031757U CN201920650419.XU CN201920650419U CN210031757U CN 210031757 U CN210031757 U CN 210031757U CN 201920650419 U CN201920650419 U CN 201920650419U CN 210031757 U CN210031757 U CN 210031757U
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- China
- Prior art keywords
- soft soil
- soil foundation
- tubular pile
- threaded rod
- hole
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Abstract
The utility model discloses a consolidate soft soil foundation tubular pile device, include the reinforcement soft soil foundation tubular pile main part of being connected with vacuum apparatus, the water inlet has evenly been seted up on the surface of reinforcement soft soil foundation tubular pile main part, the board is beaten to the top fixedly connected with of reinforcement soft soil foundation tubular pile main part. The utility model discloses in inserting the sliding through hole with the threaded rod, thereby in going into the soft soil foundation with the threaded rod hammer, rotate the inclined plane of the trapezoidal four arris of extrusion pole extrusion, let trapezoidal four arris of piece area triangular prism and stopper towards the direction removal of stretching out the grafting through-hole and insert in soil, in nailing the threaded rod into ground, the nut rotates, the nut passes through the spring and applys a decurrent prestressing force to beating the board, beat the board with the hammer in addition, thereby let beat the board and be equipped with the reinforcement soft soil foundation tubular pile main part and move down and insert the foundation, so can reduce and beat the strength of use, laborsaving effect has been reached.
Description
Technical Field
The utility model relates to a ground consolidates technical field, specifically is a consolidate soft soil foundation tubular pile device.
Background
In the construction process of the soft soil foundation, the reinforcement of the soft soil foundation is always the central importance in the whole construction process, and in order to improve the soft soil foundation to a suitable construction, the water needs to be pumped to the soft soil foundation so as to improve the performance of the soft soil foundation, and the pipe pile is usually inserted into the soft soil foundation to carry out the reinforcement. However, most of the pipe piles used for improving the soft soil foundation in the market are directly inserted into the soft soil foundation by hammering, so that the pipe piles are labor-consuming and need to be improved.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a consolidate soft soil foundation tubular pile device has possessed laborsaving effect advantage, has solved the tubular pile that is used for improving soft soil foundation on the present market, and it is direct in inserting soft soil foundation, comparatively hard problem through beating mostly.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a consolidate soft soil foundation tubular pile device, includes the reinforcement soft soil foundation tubular pile main part of being connected with vacuum apparatus, the water inlet has evenly been seted up on the surface of reinforcement soft soil foundation tubular pile main part, the top fixedly connected with of reinforcement soft soil foundation tubular pile main part beats the board.
The utility model discloses a novel electric hammer, including beat the board, it has the threaded rod to beat the top of board, the threaded rod is pegged graft through the slip through-hole activity to the inner wall of board of beating, the surperficial threaded connection of threaded rod has the nut, the nut with beat the opposite face fixedly connected with spring of board, the threaded groove is seted up at the top of threaded rod, the internal surface threaded connection of threaded groove has the extrusion pole, the grafting through-hole has been seted up through threaded groove to the inner wall of threaded rod, the inner wall of threaded rod has the triangular prism through grafting through-hole sliding connection, the trapezoidal four arris piece of side fixedly connected with of triangular prism, the top fixedly connected with stopper of trapezoidal four arris piece, the internal surface fixedly connected with of grafting through-hole has two dogs.
Preferably, the bottom of the extrusion rod is fixedly connected with a hemispherical block.
Preferably, the number of the sliding through holes is not less than two, and the two sliding through holes are symmetrically distributed on the hammering plate.
Preferably, two prying grooves are formed in the side face of the nut and are symmetrically distributed on the side face of the nut.
Preferably, the number of the inserting through holes is not less than twenty, and every two of the twenty inserting through holes are uniformly distributed on the threaded rod.
Compared with the prior art, the beneficial effects of the utility model are as follows:
the utility model discloses a set up the threaded rod, insert the threaded rod in the slip through-hole earlier, because the threaded rod cross section is little, the resistance that receives in inserting soft soil is little, thereby very easily just hammer the threaded rod into soft soil foundation, rotate the extrusion stem, the extrusion stem takes the hemisphere piece to move down along the screw groove, the inclined plane of trapezoidal four arris pieces is extruded to the hemisphere piece, let trapezoidal four arris pieces take triangle piece and stopper to move towards the direction that stretches out the grafting through-hole and insert in soil, the threaded rod is nailed into the ground, the position of threaded rod is locked, then rotate the nut, the nut moves down along the threaded rod, the nut passes through the spring and to applying a downward prestressing force to beating the board, in addition beat the beating board with the hammer, thereby let the beating board take the reinforcing soft soil pile foundation main part to move down and insert in the foundation, can rotate the nut after beating each time, adjust the nut to suitable size through the prestressing force of spring to beating the board, therefore, the strength of the hammer can be reduced, and the labor-saving effect is achieved.
Drawings
Fig. 1 is a schematic cross-sectional view of a front view of the present invention;
FIG. 2 is an enlarged view of the structure at A in FIG. 1;
FIG. 3 is an enlarged view of the structure at B in FIG. 1;
fig. 4 is a schematic cross-sectional view of a rear insertion elevation view of the present invention.
In the figure: the method comprises the following steps of 1-reinforcing a soft soil foundation pipe pile main body, 2-water inlet, 3-beating plate, 4-sliding through hole, 5-threaded rod, 6-nut, 7-spring, 8-threaded groove, 9-extrusion rod, 10-splicing through hole, 11-triangular prism, 12-trapezoidal quadrangular prism, 13-limiting block, 14-stop block, 15-hemispherical block and 16-prying groove.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1 to 3, the present invention provides a technical solution: the utility model provides a consolidate soft soil foundation tubular pile device, include the reinforcement soft soil foundation tubular pile main part 1 of being connected with vacuum apparatus, consolidate soft soil foundation tubular pile main part 1 and be arranged in taking water inlet 2 to insert the soft soil foundation, water inlet 2 has evenly been seted up on the surface of reinforcement soft soil foundation tubular pile main part 1, thereby water in the soft soil foundation 2 flows in and consolidates soft soil foundation tubular pile main part 1, then is siphoned away by the vacuum apparatus who is connected with reinforcement soft soil foundation tubular pile main part 1, the top fixedly connected with of reinforcement soft soil foundation tubular pile main part 1 beats board 3, beat the position that provides to beat in the reinforcement soft soil foundation tubular pile main part 1 inserts the weak soil of board 3.
Referring to fig. 1 to 4, a sliding through hole 4 is formed at the top of the beating plate 3, the sliding through hole 4 provides a position for inserting the threaded rod 5 on the beating plate 3, the number of the sliding through holes 4 is not less than two, the two sliding through holes are symmetrically distributed on the beating plate 3, the sliding through hole 4 is not less than two, the sliding through hole 4 is used for movably inserting the threaded rod 5 on the beating plate 3, the threaded rod 5 is movably inserted on the inner wall of the beating plate 3 through the sliding through hole 4, the threaded rod 5 is rotated to vertically insert the threaded rod 5 into a soft soil foundation, the threaded rod 5 is inserted with the beating plate 3 through the sliding through hole 4, so that the beating plate 3 vertically moves up and down, the surface of the threaded rod 5 is in threaded connection with a nut 6, the nut 6 is rotated to move up and down along the surface of the threaded rod 5, the side surface of the nut 6 is provided with two prying grooves 16, and the, the prying groove 16 is arranged for conveniently prying the nut 6 to rotate through a pry bar, the opposite surfaces of the nut 6 and the hammering plate 3 are fixedly connected with a spring 7, when the threaded rod 5 is nailed into the ground, the position of the threaded rod 5 is locked, the nut 6 is rotated and moves downwards along the threaded rod 5, the nut 6 applies a downward prestress to the hammering plate 3 through the spring 7, so that the hammering plate 3 with the reinforcing soft soil foundation tubular pile body 1 moves downwards and is inserted into the foundation, the top of the threaded rod 5 is provided with a threaded groove 8, the threaded rod 5 is in threaded connection with an extrusion rod 9 through the threaded groove 8, the inner surface of the threaded groove 8 is in threaded connection with the extrusion rod 9, the extrusion rod 9 is rotated and stretches out and draws back in the threaded groove 8, the bottom of the extrusion rod 9 is fixedly connected with a semi-spherical block 15, a guiding effect is achieved, and the extrusion rod 9 can extrude the trapezoidal four-edge block, the inner wall of the threaded rod 5 is provided with inserting through holes 10 through a threaded groove 8 to provide places for sliding connection of a triangular block 11 and a trapezoidal quadrangular block 12, the number of the inserting through holes 10 is not less than twenty, every two of the twenty inserting through holes 10 are uniformly distributed on the threaded rod 5, a plurality of triangular blocks 11 and trapezoidal quadrangular blocks 12 are installed by arranging the inserting through holes 10, the threaded rod 5 is more stably fixed after being inserted into the ground, the inner wall of the threaded rod 5 is slidably connected with the triangular block 11 through the inserting through holes 10, the side surface of the triangular block 11 is fixedly connected with the trapezoidal quadrangular block 12, the top of the trapezoidal quadrangular block 12 is fixedly connected with a limiting block 13, the inner surface of the inserting through hole 10 is fixedly connected with two limiting blocks 14, the surface of the limiting block 13 is in contact with the surface of one of the limiting blocks 14, the trapezoidal quadrangular block 12 drives the limiting block 13 to slide in the inserting through holes 10, and the position, thereby restrict the position of triangular prism 11 and trapezoidal four arris piece 12, let triangular prism 11 and trapezoidal four arris piece 12 not deviate from grafting through-hole 10, and triangular prism 11 stretches out during threaded rod 5 inserts the soil, lets threaded rod 5 insert more stably in the ground.
The working principle is as follows: when the device for reinforcing the soft soil foundation tubular pile is used, when a main body 1 of the reinforcing soft soil foundation tubular pile needs to be inserted into a soft soil foundation, the threaded rod 5 is firstly inserted into the sliding through hole 4, the cross section of the threaded rod 5 is small, the resistance force applied to the tubular pile inserted into the soft soil is small, so that the threaded rod 5 can be easily hammered into the soft soil foundation, the extrusion rod 9 is rotated, the extrusion rod 9 drives the hemispherical block 15 to move downwards along the threaded groove 8, the hemispherical block 15 extrudes the inclined plane of the trapezoidal quadrangular block 12, the trapezoidal quadrangular block 12 drives the triangular block 11 and the limiting block 13 to move towards the direction extending out of the inserting through hole 10 and is inserted into the soil, the threaded rod 5 is nailed into the ground, the position of the threaded rod 5 is locked, then the nut 6 is rotated, the nut 6 moves downwards along the threaded rod 5, the nut 6 applies a downward prestress to the hammering plate 3 through the spring 7, and additionally uses the hammering, thereby let beat board 3 and take and consolidate soft soil foundation tubular pile main part 1 and move down and insert the ground, beat at every turn the back and all can rotate nut 6, adjust the nut 6 to the prestressing force of beating board 3 to suitable size through spring 7, so can reduce the strength of beating the use.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (5)
1. The utility model provides a consolidate soft soil foundation tubular pile device, includes the reinforcement soft soil foundation tubular pile main part (1) of being connected with vacuum apparatus, its characterized in that: the surface of the reinforced soft soil foundation tubular pile main body (1) is uniformly provided with water inlets (2), and the top of the reinforced soft soil foundation tubular pile main body (1) is fixedly connected with a hammering plate (3); the top of the beating plate (3) is provided with a sliding through hole (4), the inner wall of the beating plate (3) is movably inserted with a threaded rod (5) through the sliding through hole (4), the surface of the threaded rod (5) is in threaded connection with a nut (6), the nut (6) and the opposite surface of the beating plate (3) are fixedly connected with a spring (7), the top of the threaded rod (5) is provided with a threaded groove (8), the inner surface of the threaded groove (8) is in threaded connection with an extrusion rod (9), the inner wall of the threaded rod (5) is provided with an insertion through hole (10) through the threaded groove (8), the inner wall of the threaded rod (5) is in sliding connection with a triangular prism (11) through the insertion through hole (10), the side of the triangular prism (11) is fixedly connected with a trapezoidal quadrangular prism (12), and the top of the trapezoidal quadrangular prism (12) is fixedly connected with a limiting, the inner surface of the inserting through hole (10) is fixedly connected with two stop blocks (14), and the surface of the limiting block (13) is in contact with the surface of one of the stop blocks (14).
2. The device for reinforcing the tubular pile of the soft soil foundation according to claim 1, wherein: the bottom of the extrusion rod (9) is fixedly connected with a hemispherical block (15).
3. The device for reinforcing the tubular pile of the soft soil foundation according to claim 1, wherein: the number of the sliding through holes (4) is not less than two, and the two sliding through holes are symmetrically distributed on the hammering plate (3).
4. The device for reinforcing the tubular pile of the soft soil foundation according to claim 1, wherein: two prying grooves (16) are formed in the side face of the nut (6), and the two prying grooves (16) are symmetrically distributed in the side face of the nut (6).
5. The device for reinforcing the tubular pile of the soft soil foundation according to claim 1, wherein: the number of the inserting through holes (10) is not less than twenty, and every two of the twenty inserting through holes (10) are uniformly distributed on the threaded rod (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920650419.XU CN210031757U (en) | 2019-05-08 | 2019-05-08 | Consolidate soft soil foundation tubular pile device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920650419.XU CN210031757U (en) | 2019-05-08 | 2019-05-08 | Consolidate soft soil foundation tubular pile device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210031757U true CN210031757U (en) | 2020-02-07 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920650419.XU Expired - Fee Related CN210031757U (en) | 2019-05-08 | 2019-05-08 | Consolidate soft soil foundation tubular pile device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210031757U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112575766A (en) * | 2020-11-30 | 2021-03-30 | 戢青 | Consolidate soft soil foundation tubular pile device |
-
2019
- 2019-05-08 CN CN201920650419.XU patent/CN210031757U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112575766A (en) * | 2020-11-30 | 2021-03-30 | 戢青 | Consolidate soft soil foundation tubular pile device |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200207 |