CN115710900A - Concrete tubular pile reinforced structure - Google Patents
Concrete tubular pile reinforced structure Download PDFInfo
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- CN115710900A CN115710900A CN202310031717.1A CN202310031717A CN115710900A CN 115710900 A CN115710900 A CN 115710900A CN 202310031717 A CN202310031717 A CN 202310031717A CN 115710900 A CN115710900 A CN 115710900A
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Abstract
The utility model relates to a concrete tubular pile reinforced structure relates to the field of tubular pile construction, including interior reinforcement ring and outer reinforcement ring, interior reinforcement ring includes two interior gusset plates of splicing each other and pressing from both sides tight tubular pile, outer reinforcement ring includes two splices each other and presss from both sides tightly the outer gusset plate of interior reinforcement ring, the inside wall of outer reinforcement ring is hugged closely the lateral wall of interior reinforcement ring, the crisscross setting of splice department and the splice department of interior gusset ring of outer reinforcement ring are connected with the locking subassembly of locking between the outer gusset plate of two splices on the outer reinforcement ring. This application has the effect of being convenient for consolidate the support to the better of tubular pile.
Description
Technical Field
The application relates to the field of pipe pile construction, in particular to a concrete pipe pile reinforcing structure.
Background
Concrete pipe piles are a common device for supporting and erecting, and are mainly used for erecting electric wires and supporting buildings. Generally, the tubular pile is erected at a specified position, wherein one end of the tubular pile is embedded in the ground, so as to increase the stability of the tubular pile when erected, but the method still has some inconveniences, for example, the stability of the tubular pile is directly affected due to different embedding depths, so most of the tubular piles are secondarily reinforced on the ground through additional equipment after being embedded.
The current chinese patent with publication number CN210797548U discloses a concrete pipe pile reinforcing apparatus, including fixing No. one splint and No. two splint on ground, the bottom of No. one splint and No. two splint all is connected with the reinforcement bottom plate, has set up the mounting screw rod between No. one splint and No. two splint, and No. one splint and No. two splint are semi-circular structure. A first clamping plate and a second clamping plate are fixed on two sides of the tubular pile, and the first clamping plate and the second clamping plate are locked through mounting screws, so that the first clamping plate and the second clamping plate are fixed on two sides of the tubular pile.
However, when the stability of the pipe pile embedded underground is not high, the pipe pile may apply an acting force to the first clamping plate and the second clamping plate, and then the joints of the first clamping plate and the second clamping plate may be separated from each other, and the first clamping plate and the second clamping plate are difficult to continue to better reinforce and support the pipe pile.
Disclosure of Invention
In order to strengthen the support for the better of tubular pile, this application provides a concrete tubular pile reinforced structure.
The application provides a concrete pipe pile reinforced structure adopts following technical scheme:
the utility model provides a concrete tubular pile reinforced structure, includes interior gusset ring and outer gusset ring, interior gusset ring includes two interior gusset plates that splice each other and press from both sides tight tubular pile, outer gusset ring includes two splices each other and presss from both sides tightly the outer gusset plate of interior gusset ring, the inside wall of outer gusset ring is hugged closely the lateral wall of interior gusset ring, the splice department of outer gusset ring and the crisscross setting of splice department of interior gusset ring are connected with the locking subassembly with locking between the outer gusset plate of two splices on the outer gusset ring.
Through adopting above-mentioned technical scheme, when the pre-buried stability in the underground of tubular pile is not high, the tubular pile can exert the effort to interior reinforcing ring, however the splice of outer reinforcing ring sets up with the splice of interior reinforcing ring is crisscross, therefore the condition that the splice of interior reinforcing ring takes place to separate has been restricted in the setting of outer reinforcing ring to take place. And the splicing parts of the outer reinforcing rings can be separated from each other only after the splicing parts of the inner reinforcing rings are separated from each other. So strengthened the stability that this reinforced structure's tubular pile supported, be convenient for consolidate the support to the tubular pile is better.
Preferably, there is the clearance in the concatenation department of interior reinforcement ring, the inside wall fixed connection elastic layer of interior reinforcement ring, the lateral surface of interior reinforcement ring from top to bottom shrinks gradually and is the inclined plane, the medial surface of outer reinforcement ring also shrinks gradually and is the inclined plane.
Through adopting above-mentioned technical scheme, when this reinforced structure is installed to needs, need to accomplish to the outer reinforcement ring concatenation, cup joint the inner reinforcement ring in the outside of tubular pile again, reinforcing ring in the hammering downwards makes the inner reinforcement ring downstream and inserts and go into in the outer reinforcement ring. Continue reinforcing ring in the downward hammering, at this in-process, outer reinforcing ring promotes two interior gusset plates and moves to the direction that is close to each other, and the elastic layer is supported tightly the lateral wall of tubular pile by the extrusion gradually, has consolidated the clamp of this reinforced structure to the tubular pile tightly, has supported.
Preferably, the one end fixedly connected with connecting rod of interior gusset plate, the rectangular groove of vertical setting is seted up to the other end, and interior gusset plate is run through at the both ends in rectangular groove, every connecting rod on the interior gusset plate all with another spread groove on the interior gusset plate slides and pegs graft, exists the clearance between the diapire of every connecting rod and the corresponding spread groove of pegging graft.
Through adopting above-mentioned technical scheme, through the slip grafting in connecting rod and rectangular groove, accomplished the concatenation of two interior gusset plates, and there is the clearance connecting rod and the diapire in rectangular groove, two interior gusset plates of being convenient for move in opposite directions.
Preferably, the bottom surface of outer reinforcement ring fixedly connected with a plurality of dead levers that are used for inserting ground, a plurality of mounting holes have been seted up to the lateral wall of dead lever, and it has the installation pole all to slide to peg graft in every mounting hole, be connected with the adjusting part that drives the installation pole and stretch out or retract in the mounting hole on the outer reinforcement ring.
Through adopting above-mentioned technical scheme, before the dead lever inserted ground, drive the installation pole through adjusting part and withdraw inside the mounting hole, be convenient for this moment squeeze into ground with the dead lever. After the dead lever was squeezed into ground, drive the installation pole through adjusting part and stretch out the mounting hole, so be convenient for consolidate being connected of dead lever and ground, and then consolidated this reinforced structure and ground be connected.
Preferably, a plurality of spread grooves have been seted up to the upper surface of outer reinforcing ring, and the corresponding mounting hole of the equal vertical downward intercommunication of every spread groove, the adjusting part is including rotating the damping pivot of connection in the spread groove, and the spread groove is stretched into to the upper end of damping pivot, and the coaxial a plurality of gears that are fixed with in the damping pivot, the equal fixedly connected with rack of lateral wall of every installation pole, every gear all with corresponding rack toothing.
Through adopting above-mentioned technical scheme, the damping pivot is just reversing to rotate, and the damping pivot rotates and drives the gear and rotate, and the rack rotates and drives rack and installation pole to the direction motion of stretching out or retracting the mounting hole, and easy operation is convenient, and the cost is lower and can satisfy the construction demand.
Preferably, be connected with the reinforcement subassembly on the outer reinforcement ring, a plurality of accepting grooves have been seted up to the bottom surface of outer reinforcement ring, the reinforcement subassembly includes accept the dwang of inslot rotation connection, the one end fixedly connected with of dwang is used for inserting the adapting rod on ground, and other end fixedly connected with adds the rope, adds the rope and upwards runs through outer reinforcement ring and fixedly connected with reinforcing bolt, a plurality of screw holes have been seted up on the inner reinforcement ring, every reinforcing bolt all with corresponding screw hole threaded connection.
Through adopting above-mentioned technical scheme, the connection of interior reinforcement ring and outer reinforcement ring has been consolidated in being connected of reinforcing bolt and screw hole, and makes the accepting rod have the direction pivoted motion trend near ground through dragging the reinforcing rope for the accepting rod is comparatively stable with the grafting state on ground.
Preferably, a plurality of support rods for being inserted into the ground are fixedly connected to the bottom surface of the inner reinforcing ring.
Through adopting above-mentioned technical scheme, promote interior reinforcing ring downwards, make interior reinforcing ring accomplish the in-process of pegging graft with outer reinforcing ring, the bracing piece is squeezed into ground gradually, has consolidated being connected of interior reinforcing ring and ground.
Preferably, the equal fixedly connected with mounting panel in both ends of outer gusset plate, a plurality of preset holes have been seted up to a side of mounting panel, and every mounting panel all hugs closely with one of them mounting panel on another outer gusset plate, the locking subassembly includes a plurality of locking pieces, and every locking piece all includes two interlude and predetermines downthehole and mutual threaded connection's locking section in corresponding, and the one end that two locking sections kept away from each other rotates respectively and is connected with the slope section, and the equal fixedly connected with in one end that the locking section was kept away from to every slope section is used for interlude into the reinforced section on ground.
Through adopting above-mentioned technical scheme, alternate two locking sections in every locking piece in same default hole to will rotate two locking sections and make two locking sections threaded connection each other. The inclined section limits the two mounting plates from disengaging, and the reinforcing section is inserted into the ground for reinforcing the ground to support the outer reinforcing ring.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the splicing positions of the outer reinforcing rings and the splicing positions of the inner reinforcing rings are arranged in a staggered mode, the splicing positions of the inner reinforcing rings are limited to be separated due to the arrangement of the outer reinforcing rings, and the pipe pile is conveniently reinforced and supported;
2. after the fixed rod is driven into the ground, the adjusting assembly drives the mounting rod to extend out of the mounting hole, so that the connection between the fixed rod and the ground is reinforced;
3. the arrangement of the inclined section limits the two mounting plates from being separated, and the splicing of the outer reinforcing ring is reinforced.
Drawings
FIG. 1 is a top view of an embodiment of the present application embodying the present reinforcement structure.
Fig. 2 is a schematic structural diagram of a locking assembly according to an embodiment of the present application.
Figure 3 is a cross-sectional view of an embodiment of the present application embodying the present reinforcement structure.
Fig. 4 is a schematic structural diagram of a locking element embodied in an embodiment of the present application.
FIG. 5 is a schematic structural diagram of a reinforcement assembly embodied in an embodiment of the present application.
Description of reference numerals: 1. a tubular pile; 2. an inner reinforcement ring; 21. an inner reinforcement plate; 211. a long groove; 22. a locking assembly; 221. a connecting rod; 23. an elastic layer; 24. a support bar; 25. a receiving groove; 26. a threaded hole; 3. an outer reinforcement ring; 31. an outer reinforcement plate; 32. a locking assembly; 321. a locking member; 3211. a locking lever; 32111. a locking section; 32112. an inclined section; 32113. a reinforcing section; 33. mounting a plate; 331. presetting holes; 34. fixing the rod; 341. mounting holes; 35. fixing grooves; 36. connecting grooves; 4. mounting a rod; 5. an adjustment assembly; 51. a damping rotating shaft; 52. a gear; 53. a rack; 6. a reinforcement assembly; 61. rotating the rod; 62. a carrying rod; 63. reinforcing ropes; 64. and reinforcing the bolt.
Detailed Description
The present application is described in further detail below with reference to figures 1-5.
The embodiment of the application discloses concrete pipe pile reinforced structure. Referring to fig. 1, which is used to reinforce a pipe pile 1, a concrete pipe pile reinforcing structure includes an inner reinforcing ring 2 and an outer reinforcing ring 3. The inner reinforcement ring 2 includes two inner reinforcement plates 21, and the two inner reinforcement plates 21 are each a half arc shape. The outer reinforcement ring 3 includes two outer reinforcement plates 31, and both the two outer reinforcement plates 31 are also semi-arc-shaped.
Referring to fig. 1 and 2, two inner reinforcing plates 21 are respectively arranged at two sides of the tubular pile 1, and the two inner reinforcing plates 21 are spliced with each other and clamp the tubular pile 1. The inner reinforcement ring 2 is provided with a locking assembly 22 for locking between the two inner reinforcement plates 21. The two outer reinforcement plates 31 are disposed on both sides of the inner reinforcement ring 2, and the two outer reinforcement plates 31 are spliced with each other and clamp the inner reinforcement ring 2. The outer reinforcement ring 3 is connected with a locking assembly 32 that locks between the two outer reinforcement plates 31.
The splicing positions of the inner reinforcing rings 2 and the splicing positions of the outer reinforcing rings 3 are arranged in a staggered manner, and in the embodiment, the connecting line of the two splicing positions of the inner reinforcing rings 2 is intersected with the connecting line of the two splicing positions of the outer reinforcing rings 3.
The locking assembly 22 includes a connecting rod 221 fixedly connected to one end surface of each inner reinforcing plate 21, the other end surface of each inner reinforcing plate 21 is provided with a long groove 211, the long groove 211 is arranged along the height direction of the inner reinforcing plate 21, and two ends of the long groove 211 penetrate through the inner reinforcing plate 21. The connecting rod 221 on each inner reinforcing plate 21 corresponds to the long groove 211 on the other inner reinforcing plate 21, and each connecting rod 221 is vertically and slidably connected with the corresponding long groove 211. The cross section of the connecting rod 221 is T-shaped, and the shape of the cross section of the long groove 211 is the same as that of the connecting rod 221.
There is a gap between the connecting rod 221 and the bottom of the elongated slot 211, and there is also a gap between the two splices of the inner reinforcement ring 2. So that the inner reinforcing ring 2 can clamp the tubular pile 1 under the pushing of the outer reinforcing ring 3.
Referring to fig. 2 and 3, the outer side surface of the inner reinforcement ring 2 gradually shrinks from top to bottom to form an inclined surface, the inner side surface of the outer reinforcement ring 3 also gradually shrinks from top to bottom to form an inclined surface, and the outer side surface of the inner reinforcement ring 2 is tightly attached to the inner side surface of the outer reinforcement ring 3. The inside wall of every interior gusset plate 21 all is fixedly connected with elastic layer 23, and elastic layer 23 tightly supports the lateral wall of tubular pile 1.
When installing this reinforced structure, place two outer gusset plates 31 in the outside of tubular pile 1 earlier to control tubular pile 1 to be located between two outer gusset plates 31, lock between two outer gusset plates 31 through locking Assembly 32 afterwards. Then, the two inner reinforcing plates 21 are arranged above the outer reinforcing ring 3, and the two inner reinforcing plates 21 are pushed to move in the vertical direction, so that each connecting rod 221 is vertically inserted into the corresponding elongated groove 211 in a sliding and inserting manner.
The vertical downstream of the interior reinforcement ring 2 that will splice the completion makes the lower extreme of interior reinforcement ring 2 alternate into the inside of outer reinforcement ring 3, and reinforcing ring 2 or utilizing other modes to promote interior reinforcement ring 2 downwards in the rethread hammering makes interior reinforcement ring 2 alternate into the inside of outer reinforcement ring 3 gradually. In the process, the outer reinforcing ring 3 pushes the two inner reinforcing rings 2 to gradually clamp the tubular pile 1 in the direction of approaching each other.
Referring to fig. 2 and 4, the mounting plates 33 are respectively and fixedly connected to both ends of each outer reinforcing plate 31, and a preset hole 331 is formed in a side surface of each mounting plate 33. When the two outer reinforcement plates 31 are spliced to each other, the two mounting plates 33 at each splice of the outer reinforcement ring 3 are attached to each other. The locking assembly 32 comprises a plurality of locking pieces 321 with different sizes, each locking piece 321 comprises two locking rods 3211, and each locking rod 3211 comprises a locking segment 32111, an inclined segment 32112 and a reinforcing segment 32113 which are sequentially arranged from top to bottom.
The locking segment 32111 is rotatably connected with the inclined segment 32112, and the inclined segment 32112 is fixedly connected with the reinforcing segment 32113. Two locking sections 32111 of each locking member 321 are inserted into the same preset hole 331 and are in threaded connection with each other, one end of each inclined section 32112 close to the mounting plate 33 is in contact with one side wall of the corresponding mounting plate 33, and the inclined sections 32112 limit the two mounting plates 33 which are spliced with each other to move along the inclined sections 32112 so as to be disengaged from each other. The lower end of the reinforcing segment 32113 is pointed and is intended to be inserted into the ground.
Referring to fig. 3, the bottom surface of the inner reinforcement ring 2 is fixedly connected with a plurality of support rods 24 which are vertically arranged downwards, and the support rods 24 are gradually driven into the ground in the process of pushing the inner reinforcement ring 2 to move downwards to complete the insertion of the inner reinforcement ring 2 and the outer reinforcement ring 3, so that the support of the ground on the inner reinforcement ring 2 is reinforced.
Referring to fig. 3 and 5, a plurality of fixing rods 34 vertically and downwardly disposed are fixedly connected to the bottom surface of the outer reinforcement ring 3, and the fixing rods 34 are inserted into the ground to complete the connection of the ground with the outer reinforcement ring 3. In order to consolidate being connected of dead lever 34 and ground, a plurality of vertical arrangement's mounting hole 341 has all been seted up to the side of every strengthening rod, all pegs graft in every mounting hole 341 and have installation pole 4, is connected with on the outer ring 3 of consolidating and drives installation pole 4 and stretch into mounting hole 341 or retract the adjusting part 5 of mounting hole 341.
The upper surface of the outer reinforcing ring 3 is provided with fixing grooves 35 corresponding to the fixing rods 34 in number, and each adjusting assembly 5 comprises a damping rotating shaft 51 and a plurality of gears 52 coaxially fixed with the damping rotating shaft 51. The rack 53 with the same length as the mounting rod 4 is fixedly connected to the side wall of each mounting rod 4, the connecting groove 36 vertically and downwardly arranged is formed in the bottom wall of each fixing groove 35, and each connecting groove 36 is communicated with the corresponding mounting hole 341. One connecting groove 36 corresponds to one damping rotating shaft 51, each damping rotating shaft 51 is inserted into the connecting groove 36 and is rotatably connected with the bottom wall of the connecting groove 36, and the upper end of each damping rotating shaft 51 is placed in the fixing groove 35. One gear 52 corresponds to one rack 53, and each gear 52 is engaged with the rack 53 on a corresponding one of the mounting rods 4.
After the fixing rod 34 is inserted into the ground, the damping rotating shaft 51 is rotated to drive the gear 52 to rotate, and the gear 52 is rotated to drive the rack 53 and the mounting rod 4 to be gradually separated from the mounting hole 341 and inserted into the ground. The connection of the fixing rods 34 to the ground is reinforced and the connection of the outer reinforcement ring 3 to the ground is further reinforced.
Referring to fig. 3, in order to reinforce the connection of the inner reinforcement ring 2 and the outer reinforcement ring 3, a reinforcement member 6 is connected to the outer reinforcement ring 3. Two receiving grooves 25 are formed in the bottom surface of the outer reinforcing ring 3, the reinforcing component 6 comprises a rotating rod 61 which is rotatably connected inside each receiving groove 25, and the rotating rod 61 is arranged in the horizontal direction. A receiving rod 62 is fixedly connected to one end of the rotating rod 61, the receiving rod 62 is vertically downward for being inserted into the ground, and the upper end of the receiving rod 62 abuts against the bottom surface of the receiving groove 25.
One end of the rotating rod 61, which is far away from the adapting rod 62, is fixedly connected with a reinforcing rope 63, and the reinforcing rope 63 vertically and upwards penetrates through the outer reinforcing ring 3 and is fixedly connected with a reinforcing bolt 64. The outer side wall of the inner reinforcing ring 2 is provided with threaded holes 26 corresponding to the number of the reinforcing components 6, one reinforcing bolt 64 is opposite to one threaded hole 26, the reinforcing bolts 64 are in threaded connection with the threaded holes 26, and the reinforcing rope 63 is in a tensioning state.
The connection between the inner reinforcing ring 2 and the outer reinforcing ring 3 is reinforced through the connection between the reinforcing bolt 64 and the threaded hole 26, and when the inner reinforcing ring 2 has a tendency of ascending movement relative to the outer reinforcing ring 3, the rotating rod 61 is pulled through the reinforcing rope 63 to have a tendency of rotating, so as to drive the adapting rod 62 to have a tendency of moving downwards to be inserted into the ground.
The implementation principle of the concrete tubular pile reinforced structure of the embodiment of the application is as follows: when this reinforced structure of needs installation, place two outer gusset plates 31 in the outside of tubular pile 1 earlier to control two mounting panels 33 of 3 every concatenation departments of outer gusset ring and support each other tightly, the dead lever 34 on 3 ground of outer gusset ring is beaten into ground simultaneously, and every adapting rod 62 also all inserts ground. The two outer reinforcement plates 31 are then locked by the locking members 321.
And then the two inner reinforcing plates 21 are arranged above the outer reinforcing ring 3, so that each connecting rod 221 is inserted into the corresponding strip groove 211 in a sliding manner, and the splicing of the inner reinforcing ring 2 is completed. Hammering down inner reinforcement ring 2, at this in-process, inner reinforcement ring 2 inserts outer reinforcement ring 3 inner circles gradually, and outer reinforcement ring 3 promotes two inner reinforcement rings 2 and presss from both sides tight tubular pile 1 to the direction that is close to each other gradually, and a plurality of bracing pieces 24 are beaten into ground gradually.
When the inner and outer reinforcement rings 2 and 3 are completely assembled, each of the reinforcement bolts 64 is rotated such that each of the reinforcement bolts 64 is threadedly coupled to the corresponding threaded hole 26. And at the same time, the damping rotating shaft 51 is rotated so that the installation rod 4 of each reinforcing rod is inserted into the ground.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides a concrete tubular pile reinforced structure which characterized in that: including interior reinforcement ring (2) and outer reinforcement ring (3), interior reinforcement ring (2) include two splice each other and press from both sides interior gusset plate (21) of tight tubular pile (1), outer reinforcement ring (3) include two splice each other and press from both sides tight the outer gusset plate (31) of interior reinforcement ring (2), the inside wall of outer reinforcement ring (3) is hugged closely the lateral wall of interior reinforcement ring (2), the crisscross setting of splice department and the splice department of interior reinforcement ring (2) of splice department of outer reinforcement ring (3), be connected with on outer reinforcement ring (3) with locking subassembly (32) of locking between the outer gusset plate (31) of two splices.
2. A concrete pipe pile reinforcing structure according to claim 1, wherein: there is the clearance in the concatenation department of interior reinforcement ring (2), the inside wall fixedly connected with elastic layer (23) of interior reinforcement ring (2), the lateral surface of interior reinforcement ring (2) from top to bottom contracts gradually and is the inclined plane, the medial surface of outer reinforcement ring (3) also contracts gradually and is the inclined plane.
3. The concrete pipe pile reinforcing structure according to claim 2, wherein: the one end fixedly connected with connecting rod (221) of interior gusset plate (21), the rectangular groove (211) of vertical setting are seted up to the other end, and interior gusset plate (21), every are run through at the both ends of rectangular groove (211) connecting rod (221) on interior gusset plate (21) all with another connecting groove (36) on interior gusset plate (21) slip grafting, exist the clearance between the diapire of connecting groove (36) of every connecting rod (221) and corresponding grafting.
4. A concrete pipe pile reinforcing structure according to any one of claims 1 to 3, wherein: the bottom surface fixedly connected with of outer reinforcement ring (3) is a plurality of dead levers (34) that are used for inserting ground, a plurality of mounting holes (341) have been seted up to the lateral wall of dead lever (34), and it has installation pole (4) all to slip grafting in every mounting hole (341), be connected with on outer reinforcement ring (3) and drive installation pole (4) and stretch out or retract adjusting part (5) in mounting hole (341).
5. A concrete pipe pile reinforcing structure according to claim 4, wherein: a plurality of connecting grooves (36) have been seted up to the upper surface of outer reinforcement ring (3), and corresponding mounting hole (341) of equal vertical downward intercommunication in every connecting groove (36), adjusting part (5) are including rotating damping pivot (51) of connection in connecting groove (36), and connecting groove (36) are stretched into to the upper end of damping pivot (51), and coaxial being fixed with a plurality of gears (52) on damping pivot (51), the equal fixedly connected with rack (53) of lateral wall of every installation pole (4), every gear (52) all with corresponding rack (53) meshing.
6. A concrete pipe pile reinforcing structure according to claim 2 or 3, wherein: be connected with on outer reinforcement ring (3) and consolidate subassembly (6), a plurality of accepting grooves (25) have been seted up to the bottom surface of outer reinforcement ring (3), it includes to consolidate subassembly (6) accept dwang (61) of rotation connection in groove (25), the one end fixedly connected with of dwang (61) is used for inserting adapting rod (62) on ground, and other end fixedly connected with adds rope (63), and outer reinforcement ring (3) and fixedly connected with reinforcing bolt (64) are upwards run through in reinforcing rope (63), a plurality of screw holes (26) have been seted up on interior reinforcement ring (2), every reinforcing bolt (64) all with corresponding screw hole (26) threaded connection.
7. A concrete pipe pile reinforcing structure according to claim 2, wherein: the bottom surface of the inner reinforcing ring (2) is fixedly connected with a plurality of supporting rods (24) which are used for being inserted into the ground.
8. A concrete pipe pile reinforcing structure according to claim 1, wherein: the equal fixedly connected with mounting panel (33) in both ends of outer gusset plate (31), a plurality of preset holes (331) have been seted up to a side of mounting panel (33), and every mounting panel (33) all hugs closely with one of them mounting panel (33) on another outer gusset plate (31), locking Assembly (32) include a plurality of locking pieces (321), and every locking piece (321) all include two break-in corresponding preset hole (331) and mutual threaded connection's locking section (32111), and the one end of keeping away from each other of two locking sections (32111) is rotated respectively and is connected with slope section (32112), and the equal fixedly connected with in one end that locking section (32111) was kept away from in every slope section (32112) is used for interlude into the reinforcement section (32113) on ground.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310031717.1A CN115710900B (en) | 2023-01-10 | 2023-01-10 | Concrete pipe pile reinforcing structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310031717.1A CN115710900B (en) | 2023-01-10 | 2023-01-10 | Concrete pipe pile reinforcing structure |
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| CN115710900A true CN115710900A (en) | 2023-02-24 |
| CN115710900B CN115710900B (en) | 2023-04-25 |
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| CN202310031717.1A Active CN115710900B (en) | 2023-01-10 | 2023-01-10 | Concrete pipe pile reinforcing structure |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN210797548U (en) * | 2019-04-09 | 2020-06-19 | 连云港晟宇新型建材有限公司 | Concrete pipe pile reinforcing apparatus |
| CN111980434A (en) * | 2020-08-04 | 2020-11-24 | 萧云建设股份有限公司 | Reinforced concrete column reinforcing structure and construction method thereof |
| CN112392035A (en) * | 2020-11-23 | 2021-02-23 | 富强科技股份有限公司 | High strength reinforcement type concrete tubular pile |
| CN213741020U (en) * | 2020-11-27 | 2021-07-20 | 陕西筑恒泰管桩有限公司 | Precast concrete tubular pile |
| CN215165504U (en) * | 2021-02-05 | 2021-12-14 | 江苏方园桩业有限公司 | Cement pipe pile with internal reinforcing structure |
| CN216865118U (en) * | 2021-12-22 | 2022-07-01 | 中建八局轨道交通建设有限公司 | High-strength concrete pipe pile |
-
2023
- 2023-01-10 CN CN202310031717.1A patent/CN115710900B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN210797548U (en) * | 2019-04-09 | 2020-06-19 | 连云港晟宇新型建材有限公司 | Concrete pipe pile reinforcing apparatus |
| CN111980434A (en) * | 2020-08-04 | 2020-11-24 | 萧云建设股份有限公司 | Reinforced concrete column reinforcing structure and construction method thereof |
| CN112392035A (en) * | 2020-11-23 | 2021-02-23 | 富强科技股份有限公司 | High strength reinforcement type concrete tubular pile |
| CN213741020U (en) * | 2020-11-27 | 2021-07-20 | 陕西筑恒泰管桩有限公司 | Precast concrete tubular pile |
| CN215165504U (en) * | 2021-02-05 | 2021-12-14 | 江苏方园桩业有限公司 | Cement pipe pile with internal reinforcing structure |
| CN216865118U (en) * | 2021-12-22 | 2022-07-01 | 中建八局轨道交通建设有限公司 | High-strength concrete pipe pile |
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| CN115710900B (en) | 2023-04-25 |
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