CN213979023U - Novel pouring type pile foundation - Google Patents
Novel pouring type pile foundation Download PDFInfo
- Publication number
- CN213979023U CN213979023U CN202022882772.6U CN202022882772U CN213979023U CN 213979023 U CN213979023 U CN 213979023U CN 202022882772 U CN202022882772 U CN 202022882772U CN 213979023 U CN213979023 U CN 213979023U
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- Prior art keywords
- steel bars
- shaped
- rings
- longitudinal steel
- welded
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 44
- 239000010959 steel Substances 0.000 claims abstract description 44
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 29
- 238000010030 laminating Methods 0.000 claims abstract description 5
- 230000002787 reinforcement Effects 0.000 claims description 11
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 6
- 229910052742 iron Inorganic materials 0.000 claims description 3
- 238000001125 extrusion Methods 0.000 claims description 2
- 238000004804 winding Methods 0.000 claims 1
- 230000003014 reinforcing effect Effects 0.000 abstract description 21
- 238000009434 installation Methods 0.000 abstract description 6
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 8
- 235000017491 Bambusa tulda Nutrition 0.000 description 8
- 241001330002 Bambuseae Species 0.000 description 8
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 8
- 239000011425 bamboo Substances 0.000 description 8
- 238000005553 drilling Methods 0.000 description 5
- 238000011065 in-situ storage Methods 0.000 description 5
- 230000001681 protective effect Effects 0.000 description 4
- 238000010276 construction Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000002360 preparation method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a novel pouring type pile foundation, which comprises a pile body, wherein longitudinal steel bars are arranged on the top edge part of the pile body at equal intervals, discs are welded on the bottom part of the outer surface of the longitudinal steel bars at equal intervals, L-shaped rings are welded on the top edge part of the discs, circular rings are fixedly arranged at the middle positions of the outer surface of the longitudinal steel bars, which are positioned inside the L-shaped rings, the top parts and the bottom parts of the outer surface of the longitudinal steel bars are respectively connected with a limiting semicircular ring in a laminating manner, reinforcing steel bars are welded at the middle parts of one ends of the limiting semicircular rings, the longitudinal steel bars, the circular rings, the limiting semicircular rings, the reinforcing steel bars, positioning rings, supporting columns and connecting columns can conveniently limit the longitudinal steel bars, the circular rings and the reinforcing steel bars, the phenomenon that the positions of the longitudinal steel bars, the circular rings and the reinforcing steel bars are moved is prevented, and the installation of the longitudinal steel bars, the circular rings and the reinforcing steel bars is more stable, thereby the reinforcing bar is put more rationally when making the pile foundation pour into.
Description
Technical Field
The utility model relates to a building engineering technical field specifically is a novel fill formula pile foundation.
Background
The cast-in-situ bored pile is a pile formed by mechanically drilling, extruding steel pipes or excavating manually on the engineering site to form a pile hole in foundation soil, placing a reinforcement cage and cast-in-place concrete in the pile hole, and according to different hole-forming methods, the cast-in-situ bored pile can be divided into a immersed tube cast-in-situ pile, a cast-in-situ bored pile, a hole-excavating cast-in-situ bored pile and the like, and the impact drilling, the rotary drilling and the like can adopt a mud wall-protecting construction method, and the process of the construction method is as follows: leveling field → slurry preparation → embedding protective sleeve → laying work platform → installing drilling machine and positioning → drilling hole forming → cleaning hole and checking hole forming quality → lowering reinforcement cage → pouring underwater concrete → pulling out protective sleeve → checking quality;
but the inside vertical and horizontal reinforcing bar of current formula of pouring does not have positioner to lead to producing the phenomenon of mutual removal between vertical and horizontal reinforcing bar, thereby make vertical and horizontal reinforcing bar can not the problem of rational utilization.
SUMMERY OF THE UTILITY MODEL
The utility model provides a novel fill formula pile foundation can effectively solve the inside vertical and transverse reinforcement that fills of formula that proposes in the above-mentioned background art and do not have positioner to lead to producing the phenomenon of mutual displacement between vertical and the transverse reinforcement, thereby make vertical and the unable rational utilization's of transverse reinforcement problem.
In order to achieve the above object, the utility model provides a following technical scheme: a novel pouring type pile foundation comprises a pile body, wherein longitudinal steel bars are equidistantly installed on the top edge of the pile body, a disc is equidistantly welded on the bottom of the outer surface of each longitudinal steel bar, an L-shaped circular ring is welded on the top edge of the disc, a circular ring is fixedly installed at the position, located in the middle of the L-shaped circular ring, of the outer surface of each longitudinal steel bar, the top and the bottom of the outer surface of each longitudinal steel bar are connected with limiting semicircular rings in a laminating mode, reinforcing steel bars are welded in the middle of one end of each limiting semicircular ring, a positioning ring is welded in the middle of one end of each reinforcing steel bar, supporting columns are welded in the middle of the bottom ends of the reinforcing steel bars, and connecting columns are clamped in the middle of the top ends of the reinforcing steel bars;
the connecting semicircular ring is sleeved on the outer surface of the longitudinal steel bar, one end of the connecting semicircular ring is fixedly connected with the positioning semicircular ring, an arc plate is welded on one side of the outer surface of the connecting semicircular ring, a screw rod is connected to the middle of the top end of the arc plate through threads, a T-shaped column is connected to the middle of the outer surface of the arc plate in a sliding mode, one end of the T-shaped column is located at the inner position of the arc plate and welded with a movable arc strip, and a reset spring is sleeved between the outer surface of the arc plate and the T-shaped column.
Preferably, the number of the longitudinal steel bars is eight, and the circular ring and the eight longitudinal steel bars are connected through wound iron wires.
Preferably, two connect through spliced pole joint between the reinforcing bar, one connect through the support column between reinforcing bar and the plane.
Preferably, the cross section of arc is the L type, the angle of inclination has all been seted up to arc bottom and removal arc bottom limit portion.
Preferably, the number of the connecting semicircular rings is eight, and two adjacent connecting semicircular rings are connected through an arc-shaped plate.
Preferably, the T-shaped column and the arc-shaped plate are fixed through screw extrusion, and the positioning semicircular ring are fixed through screw connection.
Compared with the prior art, the beneficial effects of the utility model are that: the utility model has the advantages of being scientific and reasonable in structure, convenience safe in utilization:
1. through longitudinal reinforcement, disc, L type ring, annulus, spacing semicircle ring, reinforcing bar, holding ring, support column and spliced pole, can be convenient for carry on spacingly to longitudinal reinforcement, annulus and reinforcing bar, prevent that the phenomenon that longitudinal reinforcement, annulus and reinforcing bar's position from taking place to remove, and then make the more stable of longitudinal reinforcement, annulus and reinforcing bar installation to the reinforcing bar was put when making the pile foundation pour into more rationally.
2. Through connecting semicircle ring, location semicircle ring, arc, screw rod, T type post, removal arc strip and reset spring, can be convenient for the reinforcing bar and protect the connection between the section of thick bamboo, reduced the reinforcing bar and protected the connection degree of difficulty between the section of thick bamboo, can fix a position the reinforcing bar simultaneously, and then reduced the location degree of difficulty of reinforcing bar.
Drawings
The accompanying drawings are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention, and together with the description serve to explain the invention and not to limit the invention.
In the drawings:
fig. 1 is a schematic structural diagram of the present invention;
FIG. 2 is a schematic view of the installation structure of the support column of the present invention;
FIG. 3 is a schematic view of the installation structure of the screw rod of the present invention;
reference numbers in the figures: 1. longitudinal reinforcing steel bars; 2. a disc; 3. an L-shaped ring; 4. a circular ring; 5. a semi-circle limiting ring; 6. reinforcing steel bars; 7. a positioning ring; 8. a support pillar; 9. connecting columns; 10. connecting the semicircular rings; 11. positioning the semicircular ring; 12. an arc-shaped plate; 13. a screw; 14. a T-shaped column; 15. moving the arc-shaped strip; 16. a return spring; 17. pile foundation.
Detailed Description
The preferred embodiments of the present invention will be described in conjunction with the accompanying drawings, and it will be understood that they are presented herein only to illustrate and explain the present invention, and not to limit the present invention.
Example (b): as shown in figures 1-3, the utility model provides a technical scheme, a novel pouring type pile foundation comprises a pile body 17, longitudinal steel bars 1 are equidistantly installed on the top edge of the pile body 17, disks 2 are equidistantly welded on the bottom of the outer surface of the longitudinal steel bars 1, the number of the longitudinal steel bars 1 is set to be eight, circular rings 4 and eight longitudinal steel bars 1 are wound and connected through iron wires, the installation of the circular rings 4 and the longitudinal steel bars 1 can be facilitated, the installation difficulty of the circular rings 4 and the longitudinal steel bars 1 is reduced, L-shaped circular rings 3 are welded on the top edge of the disks 2, circular rings 4 are fixedly installed at the middle positions of the outer surfaces of the longitudinal steel bars 1 inside the L-shaped circular rings 3, limiting semicircular rings 5 are respectively jointed on the top and the bottom of the outer surfaces of the longitudinal steel bars 1, reinforcing steel bars 6 are welded on the middle parts of one ends of the limiting semicircular rings 5, and two reinforcing steel bars 6 are connected through connecting columns 9, the reinforcing steel bars 6 are connected with the plane through the supporting columns 8, so that the two reinforcing steel bars 6 can be conveniently limited, the phenomenon that the position between the two reinforcing steel bars 6 moves is prevented, the positioning rings 7 are welded in the middle of one ends of the reinforcing steel bars 6, the supporting columns 8 are welded in the middle of the bottom ends of the reinforcing steel bars 6, and the connecting columns 9 are clamped in the middle of the top ends of the reinforcing steel bars 6;
the outer surface of a longitudinal steel bar 1 is sleeved with connecting semicircular rings 10, the number of the connecting semicircular rings 10 is set to be eight, two adjacent connecting semicircular rings 10 are connected through arc plates 12, the connecting semicircular rings 10 can be conveniently limited, the phenomenon that the position between the two connecting semicircular rings 10 moves is prevented, one end of each connecting semicircular ring 10 is fixedly connected with a positioning semicircular ring 11, one side of the outer surface of each connecting semicircular ring 10 is welded with an arc plate 12, the cross section of each arc plate 12 is L-shaped, the bottom end of each arc plate 12 and the bottom end part of each moving arc strip 15 are respectively provided with an inclined angle, the connecting between each moving arc strip 15 and a protective cylinder can be conveniently moved, the connecting difficulty between each moving arc strip 15 and the protective cylinder is reduced, the middle part of the top end of each arc plate 12 is connected with a screw 13 through threads, the middle part of the outer surface of each arc plate 12 is slidably connected with a T-shaped column 14, and the T-shaped columns 14 and the arc plates 12 are extruded and fixed through the screw rods 13, fix a position between semicircle ring 11 and the location semicircle ring 11 through the screw connection fixed, can be convenient for extrude fixedly to T type post 14, prevent that T type post 14's position from taking place the phenomenon of removal, and the welding of the inside position department of T type post 14 one end lies in arc 12 has the removal arc strip 15, has cup jointed reset spring 16 between arc 12 surface and the T type post 14.
The utility model discloses a theory of operation and use flow: in the actual manufacturing process of the pouring pile foundation, a user connects the circular ring 4 with the longitudinal steel bar 1, then the user connects the circular ring 2 with the longitudinal steel bar 1 and fixes the circular ring 2, at the moment, the circular ring 4 enters the inside of the L-shaped circular ring 3 of the circular ring 2, then the user fixes the L-shaped circular ring 3, the circular ring 4 and the longitudinal steel bar 1 by using a steel wire, then the user puts the reinforcing steel bar 6 into the inside of the longitudinal steel bar 1, so that the limiting semicircular ring 5 of the reinforcing steel bar 6 enters the outer surface of the longitudinal steel bar 1 and the limiting semicircular ring 5 is attached to the longitudinal steel bar 1, and at the moment, the connecting column 9 can be used for conveniently supporting the reinforcing steel bars 6 at the top and the bottom of the longitudinal steel bar 1 and can be conveniently limiting the longitudinal steel bar 1, the circular ring 4 and the reinforcing steel bar 6, the phenomenon that the positions of the longitudinal steel bars 1, the circular rings 4 and the reinforcing steel bars 6 move is prevented, so that the longitudinal steel bars 1, the circular rings 4 and the reinforcing steel bars 6 are more stably installed, and the arrangement of the steel bars is more reasonable when the pile body 17 is poured;
then the user will connect between semicircle ring 10 and the vertical reinforcing bar 1, then the user will fix a position semicircle ring 11 and connect between the semicircle ring 10, put into the section of thick bamboo inside with vertical reinforcing bar 1 after that, and make and remove the laminating of arc strip 15 inner wall and the section of thick bamboo outside, then the user rotates screw 13, T type post 14 produces the phenomenon of removal because of reset spring 16's tension this moment, and T type post 14 drives when removing and removes arc strip 15, and make four remove arc strip 15 all with protect laminating between the section of thick bamboo, finally, pour into the preparation that the pile body 17 can be accomplished to the inside concrete that pours into of section of thick bamboo of protecting, can be convenient for the connection between reinforcing bar and the section of thick bamboo of protecting, the connection degree of difficulty between reinforcing bar and the section of thick bamboo of protecting is reduced, can fix a position the reinforcing bar simultaneously, and then reduced the location degree of difficulty of reinforcing bar.
Finally, it should be noted that: 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 described in the foregoing embodiments, or equivalents may be substituted for elements thereof. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (6)
1. The utility model provides a novel pouring type pile foundation, includes pile body (17), its characterized in that: longitudinal steel bars (1) are arranged on the top end edge of the pile body (17) at equal intervals, discs (2) are welded on the bottom of the outer surface of each longitudinal steel bar (1) at equal intervals, L-shaped circular rings (3) are welded on the top end edge of each disc (2), circular rings (4) are fixedly arranged at the middle positions of the outer surfaces of the longitudinal steel bars (1) inside the L-shaped circular rings (3), limiting semicircular rings (5) are connected to the top and the bottom of the outer surface of each longitudinal steel bar (1) in a laminating manner, reinforcing steel bars (6) are welded in the middle of one end of each limiting semicircular ring (5), positioning rings (7) are welded in the middle of one end of each reinforcing steel bar (6), supporting columns (8) are welded in the middle of the bottom of each reinforcing steel bar (6), and connecting columns (9) are clamped in the middle of the top ends of the reinforcing steel bars (6);
the connecting semicircular ring (10) is sleeved on the outer surface of the longitudinal steel bar (1), the positioning semicircular ring (11) is fixedly connected with one end of the connecting semicircular ring (10), the arc plate (12) is welded on one side of the outer surface of the connecting semicircular ring (10), the screw rod (13) is connected to the middle of the top end of the arc plate (12) through threads, the T-shaped column (14) is connected to the middle of the outer surface of the arc plate (12) in a sliding mode, the movable arc strip (15) is welded to the position, located inside the arc plate (12), of one end of the T-shaped column (14), and the reset spring (16) is sleeved between the outer surface of the arc plate (12) and the T-shaped column (14).
2. A novel pouring pile foundation according to claim 1, wherein the number of the longitudinal steel bars (1) is eight, and the circular ring (4) and the eight longitudinal steel bars (1) are connected by winding iron wires.
3. A novel poured pile foundation according to claim 1, wherein two said reinforcement bars (6) are connected by a connecting column (9), and one said reinforcement bar (6) is connected to the plane by a supporting column (8).
4. A novel pouring type pile foundation according to claim 1, wherein the cross section of the arc-shaped plate (12) is L-shaped, and the bottom end of the arc-shaped plate (12) and the bottom end edge of the movable arc-shaped strip (15) are both provided with an inclined angle.
5. A novel pouring pile foundation according to claim 1, wherein the number of the connecting semi-circular rings (10) is eight, and two adjacent connecting semi-circular rings (10) are connected through arc-shaped plates (12).
6. A novel pouring type pile foundation according to claim 1, wherein the T-shaped columns (14) and the arc-shaped plates (12) are fixed through extrusion through screws (13), and the positioning semicircular rings (11) are fixed through screw connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022882772.6U CN213979023U (en) | 2020-12-05 | 2020-12-05 | Novel pouring type pile foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022882772.6U CN213979023U (en) | 2020-12-05 | 2020-12-05 | Novel pouring type pile foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213979023U true CN213979023U (en) | 2021-08-17 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022882772.6U Expired - Fee Related CN213979023U (en) | 2020-12-05 | 2020-12-05 | Novel pouring type pile foundation |
Country Status (1)
| Country | Link |
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| CN (1) | CN213979023U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116497798A (en) * | 2023-03-28 | 2023-07-28 | 江苏海洋大学 | Prefabricated ultra-high-performance concrete large-diameter pipe pile and construction process |
-
2020
- 2020-12-05 CN CN202022882772.6U patent/CN213979023U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116497798A (en) * | 2023-03-28 | 2023-07-28 | 江苏海洋大学 | Prefabricated ultra-high-performance concrete large-diameter pipe pile and construction process |
| CN116497798B (en) * | 2023-03-28 | 2023-11-14 | 江苏海洋大学 | Prefabricated ultra-high-performance concrete large-diameter pipe pile and construction process |
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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: 20210817 |