CN214883797U - Novel civil construction foundation pile structure - Google Patents
Novel civil construction foundation pile structure Download PDFInfo
- Publication number
- CN214883797U CN214883797U CN202120864145.1U CN202120864145U CN214883797U CN 214883797 U CN214883797 U CN 214883797U CN 202120864145 U CN202120864145 U CN 202120864145U CN 214883797 U CN214883797 U CN 214883797U
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- Prior art keywords
- foundation pile
- main part
- splint
- butt joint
- groove
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- 238000010276 construction Methods 0.000 title claims abstract description 21
- 210000001503 joint Anatomy 0.000 claims abstract description 38
- 238000005728 strengthening Methods 0.000 claims abstract description 10
- 230000003014 reinforcing effect Effects 0.000 claims description 9
- 238000010009 beating Methods 0.000 abstract description 8
- 230000000694 effects Effects 0.000 abstract description 5
- 238000000034 method Methods 0.000 abstract description 3
- 238000001125 extrusion Methods 0.000 abstract description 2
- 230000006835 compression Effects 0.000 description 10
- 238000007906 compression Methods 0.000 description 10
- 230000000149 penetrating effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
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Abstract
The utility model discloses a novel civil construction foundation pile structure, including foundation pile main part, depression bar, connecting rod and fixing bolt, the top of foundation pile main part is provided with the building platform, flexible groove has been seted up at the middle part of foundation pile main part, the jack has been seted up at the middle part of building platform, the depression bar runs through the jack and docks with flexible groove, the butt joint groove has been seted up to the bottom in flexible groove, the inside in butt joint groove is provided with butt joint piece, butt joint piece is fixed with the depression bar. This novel civil construction foundation pile structure, after the depression bar of foundation pile structure is accomplished fixedly, use the top of beating the depression bar of beating the machine of beating, the depression bar receives pressure extrusion foundation pile main part downwards, drives the foundation pile main part and moves down, removes the in-process, and foundation pile main part and the outside fixed strengthening rib of dead lever can reduce the resistance of removal, finally can be with the foundation pile structure wholly through beating the machine and squeeze into the ground to reach the effect of being convenient for pack the foundation pile structure into the ground.
Description
Technical Field
The utility model relates to a foundation pile technical field specifically is a novel civil construction foundation pile structure.
Background
Civil engineering is a general name of scientific technology for building various land engineering facilities, in the building construction, foundation piles, also called pile foundations, need to be driven for the foundation stabilization of buildings, the foundation piles are deep foundations consisting of piles and pile bearing platforms connected with pile tops or single pile foundations connected with the pile foundations through columns, called pile foundations for short, however, the existing foundation pile structure has the problem that the foundation pile structure is inconvenient to install into the foundation, and therefore, the foundation pile structure needs to be improved to enable the foundation pile structure to play the maximum effect.
Although the type and the quantity of the novel civil construction foundation pile structure on the current market are very many, the novel civil construction foundation pile structure has the following defects: the resistance is great and foundation pile structural strength is not enough when the foundation pile structure is hammered into the ground, and the depression bar that the foundation pile structure was used is not convenient for fix and the foundation pile structure is not convenient for pack into the ground. Therefore, the structure of the existing novel foundation pile for civil engineering and construction needs to be improved.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a novel civil construction foundation pile structure to the great and foundation pile structural strength of resistance is not enough when the foundation pile structure on the present market that the solution above-mentioned background art provided hammered into ground, and the depression bar that the foundation pile structure was used is not convenient for fix and the foundation pile structure problem of the ground of not being convenient for pack into.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a novel civil construction foundation pile structure, includes foundation pile main part, depression bar, connecting rod and fixing bolt, the top of foundation pile main part is provided with the building platform, flexible groove has been seted up at the middle part of foundation pile main part, the jack has been seted up at the middle part of building platform, the depression bar runs through the jack and docks with flexible groove, the butt joint groove has been seted up to the bottom in flexible groove, the inside in butt joint groove is provided with butt joint piece, fix butt joint piece and depression bar.
Preferably, the diameter of the pressure rod is matched with that of the telescopic groove, and the pressure rod is in plug-in connection with the telescopic groove.
Preferably, the size of the butt joint block is matched with that of the butt joint groove, and the axial line of the butt joint block is superposed with that of the pressure rod.
Preferably, the constant head tank has been seted up on the top of foundation pile main part, the inside of constant head tank is provided with the connecting block, the connecting block is fixed with the building platform, the through-hole has been seted up on the outer wall surface of foundation pile main part, the draw-in groove has been seted up on the outer wall surface of depression bar, the connecting rod runs through the through-hole and is connected with the draw-in groove, the through-hole is equidistant parallel distribution about the foundation pile main part, and the connection size phase-match between through-hole and the connecting rod.
Preferably, the top outside of foundation pile main part is provided with first splint, one side of first splint is provided with the second splint, first splint all are fixed with the connection piece with the both ends of second splint, fixing bolt and connection piece through connection, first splint all are fixed with the dead lever with the bottom of second splint, the fixed surface of dead lever has first strengthening rib, the outer wall fixed surface of foundation pile main part has the second strengthening rib, the shape of first splint is convex, and the size of first splint is the same with the size of second splint.
Preferably, the bottom of the fixing rod is conical, and the first reinforcing ribs are distributed at equal included angles with respect to the axial line of the fixing rod.
Compared with the prior art, the beneficial effects of the utility model are that:
(1) the novel civil construction foundation pile structure is characterized in that a first clamping plate and a second clamping plate are butted at the top end of a foundation pile main body, then fixing bolts are used for penetrating through connecting pieces fixed at two ends of the clamping plates, the clamping plates can be locked and fixed on the outer side of the foundation pile main body, then pouring and reinforcing are carried out on the foundation pile main body, when the foundation pile structure is hammered into the ground, reinforcing ribs fixed outside the foundation pile main body and a fixing rod can reduce resistance force applied by hammering, and strength between the foundation pile main body and a fixing rod auxiliary rod can be improved, so that the effects that the resistance force is reduced and the structural strength of the foundation pile is higher when the foundation pile structure is hammered into the ground are achieved;
(2) according to the novel foundation pile structure for the civil building, the compression rod penetrates through the insertion hole to be in butt joint with the telescopic groove, the butt joint block fixed at the bottom of the compression rod is in butt joint with the butt joint groove formed in the bottom of the telescopic groove, and then the connecting rod penetrates through the through hole to be in butt joint with the clamping groove, so that the compression rod can be fixed, and the effect of conveniently installing the compression rod for the foundation pile structure is achieved;
(3) this novel civil construction foundation pile structure, after the depression bar of foundation pile structure is accomplished fixedly, use the top of beating the depression bar of beating the machine of beating, the depression bar receives pressure extrusion foundation pile main part downwards, drives the foundation pile main part and moves down, removes the in-process, and foundation pile main part and the outside fixed strengthening rib of dead lever can reduce the resistance of removing, finally can be with the foundation pile structure wholly through beating the machine and squeeze into the ground to reach the effect of being convenient for pack the foundation pile structure into the ground.
Drawings
FIG. 1 is a schematic view of the structure of the present invention;
FIG. 2 is a schematic structural view of the cross section of the present invention;
fig. 3 is a schematic bottom cross-sectional structure of the first clamping plate and the second clamping plate of the present invention.
In the figure: 1. a foundation pile body; 2. a building platform; 3. a telescopic groove; 4. a jack; 5. a pressure lever; 6. a butt joint groove; 7. a butt joint block; 8. positioning a groove; 9. connecting blocks; 10. a through hole; 11. a card slot; 12. a connecting rod; 13. a first splint; 14. a second splint; 15. connecting sheets; 16. fixing the bolt; 17. fixing the rod; 18. a first reinforcing rib; 19. and a second reinforcing rib.
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. 1-3, the present invention provides a technical solution: the utility model provides a novel civil construction foundation pile structure, includes foundation pile main part 1, building platform 2, flexible groove 3, jack 4, depression bar 5, butt joint groove 6, butt joint piece 7, constant head tank 8, connecting block 9, through-hole 10, draw-in groove 11, connecting rod 12, first splint 13, second splint 14, connection piece 15, fixing bolt 16, dead lever 17, first strengthening rib 18 and second strengthening rib 19, the top of foundation pile main part 1 is provided with building platform 2, flexible groove 3 has been seted up at the middle part of foundation pile main part 1, jack 4 has been seted up at the middle part of building platform 2, depression bar 5 runs through jack 4 and docks with flexible groove 3, butt joint groove 6 has been seted up to the bottom of flexible groove 3, butt joint piece 7 is provided with to butt joint piece 6's inside, butt joint piece 7 is fixed with depression bar 5.
The diameter of the pressure lever 5 is matched with that of the telescopic groove 3, the pressure lever 5 is in plug-in connection with the telescopic groove 3, and the pressure lever 5 can be connected with the foundation pile main body 1 through butt joint of the pressure lever 5 and the telescopic groove 3.
The size of butt joint piece 7 and the size phase-match of butt joint groove 6, and the axial lead of butt joint piece 7 and the coincidence of the axial lead of depression bar 5, through the butt joint between butt joint piece 7 and the butt joint groove 6, can carry out preliminary spacing to foundation pile main part 1.
The top outside of foundation pile main part 1 is provided with first splint 13, one side of first splint 13 is provided with second splint 14, first splint 13 all is fixed with connection piece 15 with the both ends of second splint 14, fixing bolt 16 and connection piece 15 through connection, first splint 13 all is fixed with dead lever 17 with the bottom of second splint 14, the fixed surface of dead lever 17 has first strengthening rib 18, the outer wall fixed surface of foundation pile main part 1 has second strengthening rib 19, the shape of first splint 13 is arc, and the size of first splint 13 is the same with the size of second splint 14, uses fixing bolt 16 through connection piece 15 to press from both sides tightly fixedly two.
The bottom of the fixing rod 17 is conical, the first reinforcing ribs 18 are distributed at equal included angles relative to the axial line of the fixing rod 17, soil can be opened more conveniently when the fixing rod 17 penetrates into the ground by arranging the reinforcing ribs, and the strength of the fixing rod 17 is improved.
The working principle is as follows: when the novel civil construction foundation pile structure is used, firstly, the novel civil construction foundation pile structure adopts a main pile and a plurality of auxiliary piles, the main pile and the auxiliary piles are arranged in a foundation through a hammering machine, a first clamping plate 13 and a second clamping plate 14 are butted at the top end of a foundation pile main body 1, then fixing bolts 16 are used for penetrating through connecting pieces 15 fixed at two ends of the clamping plates, the clamping plates can be locked and fixed at the outer side of the foundation pile main body 1, then the foundation pile main body is poured, reinforced and fixed, secondly, a compression bar 5 penetrates through a jack 4 and is butted with a telescopic groove 3, a butt-joint block 7 fixed at the bottom of the compression bar 5 is butted with a butt-joint groove 6 arranged at the bottom of the telescopic groove 3, then a connecting rod 12 penetrates through a through hole 10 and is butted with a clamping groove 11, the fixation of the compression bar 5 is completed, and finally, after the compression bar 5 of the foundation pile structure is fixed, the top of the compression bar 5 is hammered by the hammering machine, the compression bar 5 is pressed downwards by the pressure to drive the foundation pile body 1 to move downwards, and in the moving process, the reinforcing ribs fixed outside the foundation pile body 1 and the fixed rod 17 can reduce the resistance force applied by hammering and can improve the strength between the foundation pile body 1 and the fixed rod 17, and the content which is not described in detail in the description belongs to the prior art known by persons skilled in the art.
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 modifications may be made to the embodiments or portions thereof without departing from the spirit and scope of the invention.
Claims (6)
1. The utility model provides a novel civil construction foundation pile structure, includes foundation pile main part (1), depression bar (5), connecting rod (12) and fixing bolt (16), the top of foundation pile main part (1) is provided with building platform (2), its characterized in that: flexible groove (3) have been seted up at the middle part of foundation pile main part (1), jack (4) have been seted up at the middle part of building platform (2), jack (4) and flexible groove (3) are run through in depression bar (5) and dock, butt joint groove (6) have been seted up to the bottom in flexible groove (3), the inside in butt joint groove (6) is provided with butt joint piece (7), fix butt joint piece (7) and depression bar (5).
2. A novel civil construction foundation pile structure according to claim 1, wherein: the diameter of the pressure lever (5) is matched with that of the telescopic groove (3), and the pressure lever (5) is in plug-in connection with the telescopic groove (3).
3. A novel civil construction foundation pile structure according to claim 1, wherein: the size of the butt joint block (7) is matched with that of the butt joint groove (6), and the axial lead of the butt joint block (7) is superposed with that of the pressure lever (5).
4. A novel civil construction foundation pile structure according to claim 1, wherein: constant head tank (8) have been seted up on the top of foundation pile main part (1), the inside of constant head tank (8) is provided with connecting block (9), connecting block (9) are fixed with building platform (2), through-hole (10) have been seted up on the outer wall surface of foundation pile main part (1), draw-in groove (11) have been seted up on the outer wall surface of depression bar (5), connecting rod (12) run through-hole (10) and are connected with draw-in groove (11), through-hole (10) are equidistant parallel distribution about foundation pile main part (1), and the connection size phase-match between through-hole (10) and connecting rod (12).
5. A novel civil construction foundation pile structure according to claim 1, wherein: the top outside of foundation pile main part (1) is provided with first splint (13), one side of first splint (13) is provided with second splint (14), the both ends of first splint (13) and second splint (14) all are fixed with connection piece (15), fixing bolt (16) and connection piece (15) through connection, the bottom of first splint (13) and second splint (14) all is fixed with dead lever (17), the fixed surface of dead lever (17) has first strengthening rib (18), the outer wall fixed surface of foundation pile main part (1) has second strengthening rib (19), the shape of first splint (13) is arc, and the size of first splint (13) is the same with the size of second splint (14).
6. A novel civil construction foundation pile structure according to claim 5, wherein: the bottom of the fixing rod (17) is conical, and the first reinforcing ribs (18) are distributed at equal included angles relative to the axial lead of the fixing rod (17).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202120864145.1U CN214883797U (en) | 2021-04-25 | 2021-04-25 | Novel civil construction foundation pile structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202120864145.1U CN214883797U (en) | 2021-04-25 | 2021-04-25 | Novel civil construction foundation pile structure |
Publications (1)
Publication Number | Publication Date |
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CN214883797U true CN214883797U (en) | 2021-11-26 |
Family
ID=78888603
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN202120864145.1U Expired - Fee Related CN214883797U (en) | 2021-04-25 | 2021-04-25 | Novel civil construction foundation pile structure |
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CN (1) | CN214883797U (en) |
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2021
- 2021-04-25 CN CN202120864145.1U patent/CN214883797U/en not_active Expired - Fee Related
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GR01 | Patent grant | ||
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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: 20211126 |