CN210031804U - Foundation is consolidated and is used quick pile pressing device - Google Patents
Foundation is consolidated and is used quick pile pressing device Download PDFInfo
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- CN210031804U CN210031804U CN201920658156.7U CN201920658156U CN210031804U CN 210031804 U CN210031804 U CN 210031804U CN 201920658156 U CN201920658156 U CN 201920658156U CN 210031804 U CN210031804 U CN 210031804U
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- pile
- shell
- sliding frame
- fixedly connected
- screw rod
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Abstract
The utility model discloses a foundation stabilization is with quick pile pressing device, including the precast pile, the side of precast pile is equipped with the backup pad, two the top fixedly connected with diaphragm of backup pad, the upper surface set screw hole of diaphragm has the screw rod, two through screw hole spiro union the opposite side sliding connection of backup pad has the sliding frame, the upper surface of sliding frame is run through and is spacing rotation on the screw rod by the surface that is close to the bottom on the screw rod, the inner wall sliding connection of sliding frame has the casing, the inner wall fixedly connected with locating lever of sliding frame, the surface that is close to both ends on the locating lever all overlaps has reset spring. The utility model, through the cooperation of the above structures, solves the problem that the traditional hydraulic pile driver is difficult to use indoors due to large volume in the actual use process; and traditional pile driving devices such as jacks and the like are time-consuming and labor-consuming to use, so that the labor intensity of workers is increased, and inconvenience is brought to use.
Description
Technical Field
The utility model relates to an engineering and construction technical field specifically is a foundation stabilization is with quick pile pressing device.
Background
Precast piles, which are prefabricated on site at or near the piling site, shorter piles can also be produced in a prefabrication plant. It features bearing great load, high firmness and durability, high construction speed and great influence to surrounding environment. The construction procedures are prefabrication, transportation, stacking, pile sinking and precast pile, and the pile is made of various materials and piles in various forms (such as wooden piles, concrete square piles, prestressed concrete tubular piles, steel piles and the like) in a factory or a construction site, and is driven, pressed or vibrated into the soil by pile sinking equipment. The construction field of Chinese buildings adopts more precast piles, mainly including concrete precast piles and steel piles; the traditional hydraulic pile driver is large in size and difficult to use indoors; the traditional pile driving devices such as jacks and the like are time-consuming and labor-consuming to use, so that the labor intensity of workers is increased, and inconvenience is brought to use.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a foundation consolidates with quick pile pressing device improves traditional device, has solved the problem among the background art.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a foundation is consolidated and is used quick pile pressing device, includes the precast pile, the side of precast pile is equipped with the backup pad, two the top fixedly connected with diaphragm of backup pad, the upper surface of diaphragm is seted up the screw hole and has connect the screw rod through the screw hole spiro union.
The opposite sides of the two supporting plates are connected with sliding frames in a sliding way, the upper surfaces of the sliding frames are penetrated by the surfaces of the screw rods close to the bottoms and rotate on the screw rods in a limited way, the inner wall of the sliding frame is connected with a shell in a sliding way, the inner wall of the sliding frame is fixedly connected with a positioning rod, the positioning rod vertically penetrates the shell and is connected with the shell in a sliding way, the surfaces of the positioning rod close to the two ends are respectively sleeved with a return spring, two ends of the reset spring are respectively fixedly connected with the inner wall of the sliding frame and the surface of the shell, a rotating shaft driven by a power mechanism to rotate is inserted through the surface of the shell, the rotating shaft is limited and rotated on the shell, a swinging block is fixedly sleeved on the surface of the rotating shaft close to the end part, the lower surface of the shell is fixedly connected with an extrusion column, and the surface of the extrusion column, which is close to the bottom, penetrates through the lower surface of the sliding frame and is movably connected with the top of the precast pile.
Preferably, the top of the screw is fixedly connected with a handrail, and the surface of the handrail is provided with anti-skid grains.
Preferably, the surface of the screw rod close to the bottom is fixedly connected with two limiting rings, and the opposite surfaces of the two limiting rings are respectively and rotatably connected with the upper surface of the sliding frame and the top of the inner wall of the sliding frame.
Preferably, the number of the positioning rods is two, and the two positioning rods are symmetrically arranged by a vertical central line of the shell.
Preferably, the bottom of the extrusion column is fixedly connected with a non-slip mat.
Compared with the prior art, the beneficial effects of the utility model are as follows:
firstly, the utility model drives the swing block to rotate through the rotating shaft, and the swing block has larger inertia after rotating along with the rotating shaft due to the eccentric arrangement of the swing block on the rotating shaft, and the left side and the right side of the shell are tightly attached to the inner wall of the sliding frame, so the inertia on the swing block can not cause the shell to shake left and right; the shell is penetrated and arranged on the positioning rod in a sliding mode by the positioning rod, inertia is generated when the swinging block rotates, and the shell body integrally moves up and down in a reciprocating mode under the coordination of the return spring, the extrusion columns synchronously lift along with the rotation of the swinging block, and when the extrusion columns descend, the precast piles are pressed downwards, so that pile pressing operation is achieved;
the utility model can realize the lifting by the screw rod which is matched with the thread on the transverse plate through the rotation of the driving screw rod, and can be lifted synchronously with the sliding frame which is limited and rotated by the screw rod; after the precast pile is continuously driven and descends, the whole sliding frame is driven to move downwards through the screw rod, so that the extrusion column can contact the top of the precast pile when descending and continuously press the precast pile.
Thirdly, the utility model solves the problem that the traditional hydraulic pile driver is difficult to use indoors due to large volume in the actual use process through the matching use of the structures; and traditional pile driving devices such as jacks and the like are time-consuming and labor-consuming to use, so that the labor intensity of workers is increased, and inconvenience is brought to use.
Drawings
Fig. 1 is a front view of the structure of the present invention;
fig. 2 is a top view of the housing of the present invention.
In the figure: 1-precast pile, 2-supporting plate, 3-transverse plate, 4-screw rod, 5-sliding frame, 6-shell, 7-positioning rod, 8-reset spring, 9-rotating shaft, 10-swinging block, 11-extrusion column, 12-handrail, 13-limiting ring and 14-non-slip mat.
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 2, the present invention provides a technical solution: a kind of foundation strengthens and uses the fast pile-pressing device, including the precast pile 1, the precast pile, it is the piles made of various materials, various forms in the factory or job site, drive the pile into, press into or shake into the soil with sinking the apparatus of the pile, the side of the precast pile 1 has shoe plates 2, the shoe plate 2 is fixed on the ground through the anchor rod preserved, the shoe plate 2 plays a role in fixed support; the top parts of the two supporting plates 2 are fixedly connected with a transverse plate 3, the upper surface of the transverse plate 3 is provided with a threaded hole and is in threaded connection with a screw rod 4 through the threaded hole, and the lifting of the screw rod 4 is realized through the matching of internal threads on the transverse plate 3 and the screw rod 4; the top fixedly connected with handrail 12 of screw rod 4, the antiskid line has been seted up on handrail 12's surface, through the setting of handrail 12, conveniently drives screw rod 12 and rotates, and the setting of antiskid line on it for it is more laborsaving to rotate.
The opposite sides of the two supporting plates 2 are connected with sliding frames 5 in a sliding manner, the lifting can be realized by the screw rods 4 which are in threaded fit with the transverse plate 3 through the rotation of the driving screw rods 4, and the lifting can be realized synchronously with the sliding frames 5 which are limited by the screw rods 4 to rotate; after the precast pile 1 is continuously driven and pressed to descend, the screw 4 drives the whole sliding frame 5 to move downwards, so that the extrusion column 11 can contact the top of the precast pile 1 when descending and continuously press the precast pile 1; the upper surface of the sliding frame 5 is penetrated by the surface, close to the bottom, of the screw rod 4 and is limited to rotate on the screw rod 4, the surface, close to the bottom, of the screw rod 4 is fixedly connected with two limiting rings 13, opposite surfaces of the two limiting rings 13 are respectively connected with the upper surface of the sliding frame 5 and the top of the inner wall of the sliding frame 5 in a rotating mode, and stability of limiting rotation of the screw rod 4 on the sliding frame 5 is further guaranteed through arrangement of the two limiting rings 13; the inner wall of the sliding frame 5 is connected with a shell 6 in a sliding mode, the inner wall of the sliding frame 5 is fixedly connected with two positioning rods 7, the shell 6 is vertically penetrated through and connected with the shell 6 in a sliding mode through the two positioning rods 7, the two positioning rods 7 are symmetrically arranged on the vertical central line of the shell 6, and through the matching of the two positioning rods 7, the left stress and the right stress of the shell 6 are more balanced, and the shell is more stable in use; the surfaces of the positioning rods 7 close to the two ends are sleeved with return springs 8, the two ends of each return spring 8 are fixedly connected with the inner wall of the sliding frame 5 and the surface of the shell 6 respectively, a rotating shaft 9 driven to rotate by a power mechanism penetrates through the surface of the shell 6, the power mechanism is a double-shaft motor and is powered by an external power supply, the double-shaft motor is arranged in the shell 6, and a damping gasket is arranged in the shell 6 and used for damping and protecting the double-shaft motor; the rotating shaft 9 is limited and rotated on the shell 6, the surface of the rotating shaft 9 close to the end part is fixedly sleeved with the swinging block 10, the swinging block 10 is driven by the rotating shaft 9 to rotate, the swinging block 10 is eccentrically arranged on the rotating shaft 9, so that the swinging block 10 has larger inertia after rotating along with the rotating shaft 9, the left side and the right side of the shell 6 are tightly attached to the inner wall of the sliding frame 5, and the inertia on the swinging block 10 cannot cause the shell 6 to shake left and right; the shell 6 is penetrated by the positioning rod 7 and is arranged on the positioning rod 7 in a sliding manner, inertia is generated when the swinging block 10 rotates, and the shell 6 integrally moves up and down in the sliding frame 5 in a reciprocating manner under the cooperation of the return spring 8, the extrusion columns 11 synchronously lift along with the rotation, the extrusion columns 11 are fixedly connected to the lower surface of the shell 6, and when the extrusion columns 11 descend, the precast pile 1 is pressed downwards, so that pile pressing operation is realized; the bottom of the extrusion column 11 is fixedly connected with an anti-slip mat 14, the bottom of the extrusion column 11 is protected through the arrangement of the anti-slip mat 14, and the precast pile 1 cannot slip when being pressed down; the surface of the extrusion column 11 close to the bottom penetrates through the lower surface of the sliding frame 5 and is movably connected with the top of the precast pile 1.
The working principle is as follows: when the rapid pile pressing device for foundation reinforcement is used, the rotating shaft 9 drives the swinging block 10 to rotate, and due to the eccentric arrangement of the swinging block 10 on the rotating shaft 9, the swinging block 10 has larger inertia after rotating along with the rotating shaft 9, and the left side and the right side of the shell 6 are tightly attached to the inner wall of the sliding frame 5, so that the shell 6 cannot shake left and right due to the inertia on the swinging block 10; the shell 6 is penetrated by the positioning rod 7 and is arranged on the positioning rod 7 in a sliding manner, inertia is generated when the swinging block 10 rotates, and the shell 6 integrally moves up and down in the sliding frame 5 in a reciprocating manner under the cooperation of the return spring 8, the extrusion column 11 synchronously goes up and down, and when the extrusion column 11 goes down, the precast pile 1 is pressed down, so that pile pressing operation is realized; the screw rod 4 in threaded fit with the transverse plate 3 can be lifted by driving the screw rod 4 to rotate, and the lifting can be carried out synchronously with the sliding frame 5 in limited rotation of the screw rod 4; after the precast pile 1 is continuously driven and pressed to descend, the screw 4 drives the whole sliding frame 5 to move downwards, so that the extrusion column 11 can contact the top of the precast pile 1 when descending and continuously press the precast pile 1; through the matching use of the structures, the problem that the traditional hydraulic pile driver is difficult to use indoors due to large volume in the actual use process is solved; and traditional pile driving devices such as jacks and the like are time-consuming and labor-consuming to use, so that the labor intensity of workers is increased, and inconvenience is brought to 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 foundation reinforcement is with quick pile pressing device, includes precast pile (1), its characterized in that: supporting plates (2) are arranged on the lateral sides of the precast pile (1), transverse plates (3) are fixedly connected to the tops of the two supporting plates (2), threaded holes are formed in the upper surfaces of the transverse plates (3), and threaded rods (4) are screwed through the threaded holes; the opposite sides of the two supporting plates (2) are slidably connected with sliding frames (5), the upper surfaces of the sliding frames (5) are penetrated through by the surface close to the bottom on the screw rod (4) and are limited and rotated on the screw rod (4), the inner walls of the sliding frames (5) are slidably connected with a shell (6), the inner wall of each sliding frame (5) is fixedly connected with a positioning rod (7), the shell (6) is vertically penetrated through by the positioning rods (7) and is slidably connected with the shell (6), the surfaces close to the two ends on the positioning rods (7) are sleeved with return springs (8), the two ends of each return spring (8) are fixedly connected with the inner wall of the sliding frame (5) and the surface of the shell (6), a rotating shaft (9) driven to rotate by a power mechanism penetrates through the surface of the shell (6), and the rotating shaft (9) is limited and rotated on the shell (6), the surface fixing cover that is close to the tip on pivot (9) has swing piece (10), the lower surface fixed connection of casing (6) has extrusion post (11), the surface that is close to the bottom on extrusion post (11) runs through the lower surface of sliding frame (5) and with the top swing joint of precast pile (1).
2. The rapid pile-pressing device for foundation reinforcement according to claim 1, wherein: the top of the screw rod (4) is fixedly connected with a handrail (12), and anti-skid grains are formed in the surface of the handrail (12).
3. The rapid pile-pressing device for foundation reinforcement according to claim 1, wherein: the surface of the screw rod (4) close to the bottom is fixedly connected with two limiting rings (13), and the opposite surfaces of the two limiting rings (13) are respectively connected with the upper surface of the sliding frame (5) and the top of the inner wall of the sliding frame (5) in a rotating mode.
4. The rapid pile-pressing device for foundation reinforcement according to claim 1, wherein: the number of the positioning rods (7) is two, and the two positioning rods (7) are symmetrically arranged by using the vertical central line of the shell (6).
5. The rapid pile-pressing device for foundation reinforcement according to claim 1, wherein: the bottom of the extrusion column (11) is fixedly connected with an anti-skid pad (14).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920658156.7U CN210031804U (en) | 2019-05-08 | 2019-05-08 | Foundation is consolidated and is used quick pile pressing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920658156.7U CN210031804U (en) | 2019-05-08 | 2019-05-08 | Foundation is consolidated and is used quick pile pressing device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210031804U true CN210031804U (en) | 2020-02-07 |
Family
ID=69364197
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920658156.7U Expired - Fee Related CN210031804U (en) | 2019-05-08 | 2019-05-08 | Foundation is consolidated and is used quick pile pressing device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210031804U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111264242A (en) * | 2020-03-12 | 2020-06-12 | 戚建梦 | High parallel and level device of modern agricultural automation support frame for greenhouse construction |
| CN111423901A (en) * | 2020-03-25 | 2020-07-17 | 吕永华 | A oil refining filtration equipment for petrochemical |
-
2019
- 2019-05-08 CN CN201920658156.7U patent/CN210031804U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111264242A (en) * | 2020-03-12 | 2020-06-12 | 戚建梦 | High parallel and level device of modern agricultural automation support frame for greenhouse construction |
| CN111264242B (en) * | 2020-03-12 | 2022-09-13 | 新疆科创天达农业工程有限公司 | High parallel and level device of modern agricultural automation support frame for greenhouse construction |
| CN111423901A (en) * | 2020-03-25 | 2020-07-17 | 吕永华 | A oil refining filtration equipment for petrochemical |
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Legal Events
| 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 |