CN212270908U - Combined supporting pile for civil engineering - Google Patents
Combined supporting pile for civil engineering Download PDFInfo
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- CN212270908U CN212270908U CN202020270789.3U CN202020270789U CN212270908U CN 212270908 U CN212270908 U CN 212270908U CN 202020270789 U CN202020270789 U CN 202020270789U CN 212270908 U CN212270908 U CN 212270908U
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- fixedly connected
- supporting
- stake
- backup pad
- civil engineering
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Abstract
The utility model discloses a civil engineering supports stake with combination formula, including backup pad, supporting shoe, fixed baseplate and fixing bolt, the both sides fixedly connected with buffer structure on backup pad top, the top fixedly connected with supporting shoe of backup pad, and the top fixedly connected with supporting platform of supporting shoe, supporting plate bottom end fixedly connected with supports the stake, and supports the inside of stake and be provided with additional strengthening, the bottom fixedly connected with elevating system who supports the stake. The utility model discloses a shock attenuation cushion, hollow cover piece, spring and slip post have set gradually in buffer structure's inside, the hollow cover piece of the equal fixedly connected with in both sides of supporting platform bottom, the equal fixedly connected with spring in bottom of hollow cover piece, the outside of spring has all been run through there is the slip post, during the use, when the external world produces the impact force, hollow cover piece can extrude the spring and move down, the spring elastic action can reduce produced impact force to the impact force that can reduce the backup pad and receive has been realized.
Description
Technical Field
The utility model relates to a support technical field, specifically be a civil engineering supports stake with combination formula.
Background
Along with the rapid development of urbanization, the industry of real estate development adapts to the requirements of the times, and the rapid development is also achieved, along with the rapid development of the civil engineering industry, meanwhile, the construction industry has new requirements on engineering machinery for construction, and particularly relates to a combined type support pile for civil engineering.
In the process of implementing the present invention, the inventor finds that at least the following problems exist in the prior art and are not solved:
(1) the traditional combined supporting pile for civil engineering is not provided with a buffer structure, so that the impact force on the supporting plate is larger;
(2) the traditional combined supporting pile for civil engineering is not provided with a reinforcing structure, so that the supporting pile is easy to deform under pressure;
(3) traditional combined type supporting pile for civil engineering does not set up elevating system, can not adjust the height according to actual need.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a civil engineering supports stake with combination formula to propose in solving above-mentioned background art and not set up buffer structure, the impact force that makes the backup pad receive is great, do not set up additional strengthening, makes to support the stake easily and receive pressure and warp and do not set up elevating system, can not adjust the problem of height according to actual need.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a civil engineering supports stake with combination formula, includes backup pad, supporting shoe, fixed baseplate and fixing bolt, the both sides fixedly connected with buffer structure on backup pad top, the top fixedly connected with supporting shoe of backup pad, and the top fixedly connected with supporting platform of supporting shoe, supporting shoe bottom end fixedly connected with supports the stake, and supports the inside of stake and be provided with additional strengthening, the bottom fixedly connected with elevating system who supports the stake, and elevating system's bottom fixedly connected with fixed baseplate, the inside both sides of fixed baseplate are provided with the pinhole, and the inside of pinhole runs through there is fixing bolt.
Preferably, buffer structure's inside has set gradually shock attenuation cushion, hollow cover block, spring and slip post, supporting platform's top fixedly connected with shock attenuation cushion, the equal hollow cover block of fixedly connected with in both sides of supporting platform bottom, and the equal fixedly connected with spring in bottom of hollow cover block.
Preferably, the sliding columns penetrate through the outer parts of the springs and are symmetrically distributed relative to the vertical center line of the supporting block.
Preferably, additional strengthening's inside has set gradually spread groove, strengthening rib and concrete, the equal fixedly connected with spread groove in both sides of support stake inside, and the equal fixedly connected with strengthening rib in one side of spread groove.
Preferably, the reinforcing ribs are all provided with concrete outside and are arranged at equal intervals inside the supporting pile.
Preferably, elevating system's inside has set gradually upper junction plate, telescopic link, lower connecting plate and telescopic cylinder, the bottom fixedly connected with upper junction plate of support stake, and the bottom fixedly connected with telescopic link of upper junction plate, the connecting plate under the bottom fixedly connected with of telescopic link, and the intermediate position department fixedly connected with telescopic cylinder on connecting plate top down.
Compared with the prior art, the beneficial effects of the utility model are that: the combined supporting pile for civil engineering not only realizes the arrangement of a buffer structure, reduces the impact force on the supporting plate, realizes the arrangement of a reinforcing structure, but also realizes the arrangement of a lifting mechanism, and can adjust the height according to actual needs;
(1) when the shock absorption device is used, when impact force is generated from the outside, the hollow sleeve block can extrude the spring to move downwards, the elastic force of the spring can reduce the generated impact force, and therefore the impact force applied to the supporting plate is reduced;
(2) the connecting grooves, the reinforcing ribs and the concrete are sequentially arranged in the reinforcing structure, the connecting grooves are fixedly connected to two sides of the interior of the supporting pile, the reinforcing ribs are fixedly connected to one sides of the connecting grooves, the concrete is arranged on the exterior of the reinforcing ribs, when the supporting pile is used, the connecting grooves are fixed in the support pile to play a role of a reinforcing structure, and meanwhile, the concrete arranged on the exterior of the connecting grooves can reinforce the supporting force of the supporting pile, so that the structural strength of the interior of the supporting pile is enhanced;
(3) through the inside at elevating system has set gradually the upper junction plate, the telescopic link, lower connecting plate and telescopic cylinder, the bottom fixedly connected with telescopic link of upper junction plate, connecting plate under the bottom fixedly connected with of telescopic link, the intermediate position department fixedly connected with telescopic cylinder on lower connecting plate top, during the use, start telescopic cylinder, telescopic cylinder can drive the telescopic link and reciprocate, the top fixedly connected with of upper junction plate supports the stake to realized can adjusting the height of supporting the stake according to actual need.
Drawings
Fig. 1 is a schematic front view of a cross-sectional structure of the present invention;
FIG. 2 is a schematic view of an enlarged partial cross-section of the elevating mechanism in front view;
fig. 3 is an enlarged partial sectional view of the utility model at a in fig. 1;
fig. 4 is an enlarged schematic view of the front view partial section of the buffering structure of the present invention.
In the figure: 1. a support plate; 2. a buffer structure; 201. a shock-absorbing rubber pad; 202. a hollow sleeve block; 203. a spring; 204. a sliding post; 3. a support platform; 4. a support block; 5. a reinforcing structure; 501. connecting grooves; 502. Reinforcing ribs; 503. concrete; 6. a lifting mechanism; 601. an upper connecting plate; 602. a telescopic rod; 603. a lower connecting plate; 604. a telescopic cylinder; 7. fixing the substrate; 8. a pin hole; 9. fixing the bolt; 10. and (7) supporting the pile.
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. 1-4, the present invention provides an embodiment: a combined supporting pile for civil engineering comprises a supporting plate 1, supporting blocks 4, a fixing base plate 7 and fixing bolts 9, wherein buffer structures 2 are fixedly connected to two sides of the top end of the supporting plate 1, the supporting blocks 4 are fixedly connected to the top end of the supporting plate 1, a supporting platform 3 is fixedly connected to the top end of each supporting block 4, a supporting pile 10 is fixedly connected to the bottom end of the supporting plate 1, a reinforcing structure 5 is arranged inside the supporting pile 10, a lifting mechanism 6 is fixedly connected to the bottom end of the supporting pile 10, the fixing base plate 7 is fixedly connected to the bottom end of the lifting mechanism 6, pin holes 8 are formed in two sides of the inside of the fixing base plate 7, and the fixing bolts 9 penetrate through the inside;
the damping rubber pad 201, the hollow sleeve block 202, the spring 203 and the sliding column 204 are sequentially arranged in the buffer structure 2, the damping rubber pad 201 is fixedly connected to the top end of the supporting platform 3, the hollow sleeve block 202 is fixedly connected to both sides of the bottom end of the supporting platform 3, and the spring 203 is fixedly connected to the bottom end of the hollow sleeve block 202;
specifically, as shown in fig. 1 and 4, when the mechanism is used, firstly, when an impact force is generated from the outside, the hollow sleeve block 202 can press the spring 203 to move downwards, the elastic force of the spring 203 can reduce the generated impact force, and thus, the impact force applied to the support plate 1 can be reduced;
the reinforcing structure 5 is internally provided with a connecting groove 501, a reinforcing rib 502 and concrete 503 in sequence, the connecting groove 501 is fixedly connected to both sides of the inside of the support pile 10, the reinforcing rib 502 is fixedly connected to one side of the connecting groove 501, the concrete 503 is arranged outside the reinforcing rib 502, and the reinforcing ribs 502 are arranged in the support pile 10 at equal intervals;
specifically, as shown in fig. 1 and 3, when the mechanism is used, firstly, the connecting grooves 501 are fixed inside the support pile 10 to play a role of reinforcement, and meanwhile, the concrete 503 arranged outside the connecting grooves 501 can reinforce the supporting force of the support pile 10, so that the structural strength inside the support pile 10 is enhanced;
an upper connecting plate 601, a telescopic rod 602, a lower connecting plate 603 and a telescopic cylinder 604 are sequentially arranged in the lifting mechanism 6, the bottom end of the supporting pile 10 is fixedly connected with the upper connecting plate 601, the bottom end of the upper connecting plate 601 is fixedly connected with the telescopic rod 602, the bottom end of the telescopic rod 602 is fixedly connected with the lower connecting plate 603, the middle position of the top end of the lower connecting plate 603 is fixedly connected with the telescopic cylinder 604, and the type of the telescopic cylinder 604 can be J64RT2 UNIVER;
specifically, as shown in fig. 1 and fig. 2, when the mechanism is used, firstly, the telescopic cylinder 604 is started, the telescopic cylinder 604 drives the telescopic rod 602 to move up and down, and the top end of the upper connecting plate 601 is fixedly connected with the supporting pile 10, so that the height of the supporting pile 10 can be adjusted according to actual needs.
The working principle is as follows: the utility model discloses when using, at first, when the external world produced the impact force, hollow sleeve block 202 can extrude spring 203 and move down, and the spring action of spring 203 can reduce produced impact force to the impact force that backup pad 1 received has been realized reducing.
Then, the connection grooves 501 are fixed inside the support pile 10 to reinforce the support pile, and the concrete 503 provided outside the connection grooves 501 reinforces the supporting force of the support pile 10, thereby reinforcing the structural strength inside the support pile 10.
Finally, the telescopic cylinder 604 is started, the telescopic cylinder 604 can drive the telescopic rod 602 to move up and down, and the supporting pile 10 is fixedly connected to the top end of the upper connecting plate 601, so that the height of the supporting pile 10 can be adjusted according to actual needs.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Claims (6)
1. The utility model provides a civil engineering is with combination formula support stake, includes backup pad (1), supporting shoe (4), fixed baseplate (7) and fixing bolt (9), its characterized in that: the utility model discloses a supporting structure, including backup pad (1), both sides fixedly connected with buffer structure (2) on backup pad (1) top, the top fixedly connected with supporting shoe (4) of backup pad (1), and the top fixedly connected with supporting platform (3) of supporting shoe (4), backup pad (1) bottom fixedly connected with supports stake (10), and the inside of supporting stake (10) is provided with additional strengthening (5), the bottom fixedly connected with elevating system (6) of supporting stake (10), and the bottom fixedly connected with fixed baseplate (7) of elevating system (6), the inside both sides of fixed baseplate (7) are provided with pinhole (8), and the inside of pinhole (8) is run through there are fixing bolt (9).
2. A combined type supporting pile for civil engineering as claimed in claim 1, characterized in that: the inside of buffer structure (2) has set gradually shock attenuation cushion (201), hollow cover block (202), spring (203) and slip post (204), the top fixedly connected with shock attenuation cushion (201) of supporting platform (3), the equal fixedly connected with hollow cover block (202) in both sides of supporting platform (3) bottom, and the equal fixedly connected with spring (203) in bottom of hollow cover block (202).
3. A combined type supporting pile for civil engineering as claimed in claim 2, characterized in that: sliding columns (204) penetrate through the outer portions of the springs (203), and the sliding columns (204) are symmetrically distributed around the vertical center line of the supporting block (4).
4. A combined type supporting pile for civil engineering as claimed in claim 1, characterized in that: the reinforced structure (5) is characterized in that a connecting groove (501), a reinforcing rib (502) and concrete (503) are sequentially arranged inside the reinforced structure, the connecting groove (501) is fixedly connected to the two sides of the supporting pile (10) inside, and the reinforcing rib (502) is fixedly connected to one side of the connecting groove (501).
5. A combined type supporting pile for civil engineering according to claim 4, characterized in that: concrete (503) is arranged outside the reinforcing ribs (502), and the reinforcing ribs (502) are arranged in the supporting piles (10) at equal intervals.
6. A combined type supporting pile for civil engineering as claimed in claim 1, characterized in that: the inside of elevating system (6) has set gradually upper junction plate (601), telescopic link (602), lower connecting plate (603) and telescopic cylinder (604), the bottom fixedly connected with upper junction plate (601) of support stake (10), and the bottom fixedly connected with telescopic link (602) of upper junction plate (601), connecting plate (603) under the bottom fixedly connected with of telescopic link (602), and lower connecting plate (603) the intermediate position department fixedly connected with telescopic cylinder (604) on top.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020270789.3U CN212270908U (en) | 2020-03-08 | 2020-03-08 | Combined supporting pile for civil engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020270789.3U CN212270908U (en) | 2020-03-08 | 2020-03-08 | Combined supporting pile for civil engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212270908U true CN212270908U (en) | 2021-01-01 |
Family
ID=73874353
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020270789.3U Expired - Fee Related CN212270908U (en) | 2020-03-08 | 2020-03-08 | Combined supporting pile for civil engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212270908U (en) |
-
2020
- 2020-03-08 CN CN202020270789.3U patent/CN212270908U/en not_active Expired - Fee Related
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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 |
Granted publication date: 20210101 |
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| CF01 | Termination of patent right due to non-payment of annual fee |