CN219862755U - Prefabricated pile for building engineering - Google Patents
Prefabricated pile for building engineering Download PDFInfo
- Publication number
- CN219862755U CN219862755U CN202320989548.8U CN202320989548U CN219862755U CN 219862755 U CN219862755 U CN 219862755U CN 202320989548 U CN202320989548 U CN 202320989548U CN 219862755 U CN219862755 U CN 219862755U
- Authority
- CN
- China
- Prior art keywords
- precast pile
- pile body
- platform
- positioning
- precast
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 238000004062 sedimentation Methods 0.000 claims description 9
- 238000010276 construction Methods 0.000 claims description 7
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 238000005266 casting Methods 0.000 abstract 3
- 239000002002 slurry Substances 0.000 description 17
- 238000009434 installation Methods 0.000 description 5
- 239000007787 solid Substances 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Abstract
The utility model discloses a building engineering precast pile, which comprises a precast pile table and a positioning table arranged opposite to the precast pile table, wherein a precast pile body is fixedly arranged at the top end of the precast pile table, a bearing table is fixedly arranged at the top end of the precast pile body, casting cavities extending into the precast pile body are formed at the top end of the bearing table, casting flow holes which are uniformly distributed are formed in the surface of the precast pile body and are communicated with the casting cavities, positioning cone grooves are formed at the bottom end of the precast pile table, and positioning cone tables are fixedly arranged at the top end of the positioning table.
Description
Technical Field
The utility model relates to the technical field of constructional engineering, in particular to a prefabricated pile for constructional engineering.
Background
The precast pile is made into various forms of piles in factories or construction sites, and when in use, piles are driven, pressed or vibrated into soil by pile sinking equipment so as to be supported and used during building construction, and mainly comprises two main types of concrete precast piles and steel piles. At present, most of common constructional engineering precast piles are solid structures, and after being pressed into the ground, the precast piles are directly fixed with a structure to be supported through anchor bolts, so that the precast piles in the form have the following defects:
1. the precast pile solid structure is inconvenient to fill with concrete slurry for reinforcement after being installed underground, and the integral sedimentation resistance is insufficient;
2. positioning installation cannot be performed quickly, and the precast pile is easy to incline and deviate in the installation process.
Disclosure of Invention
The utility model aims to provide a prefabricated pile for constructional engineering, which solves the problems that the existing prefabricated pile proposed in the background art is inconvenient to fill concrete slurry for reinforcement and cannot be positioned and installed rapidly after being installed underground.
In order to achieve the above purpose, the present utility model provides the following technical solutions: the utility model provides a building engineering precast pile, includes precast pile platform and just to precast pile platform setting's locating platform, precast pile platform's top is fixed to be provided with precast pile body, precast pile body's top is fixed to be provided with the bearing platform, the top of bearing platform has seted up and has extended to the inside pouring cavity of precast pile body, evenly distributed's pouring flow hole has been seted up on precast pile body's surface, the pouring flow hole communicates with each other with pouring cavity, precast pile platform's bottom has been seted up the location cone groove, locating platform's top is fixed to be provided with the location cone platform; can pour concrete slurry after the pile body is installed on ground, make concrete slurry fully fill in the clearance department of precast pile and ground, inside and outside simultaneously fill concrete slurry, not only be favorable to improving precast pile's structural strength, improve bearing capacity, can play good anti-sedimentation's effect again.
Preferably, the anti-sedimentation inserted columns which are uniformly distributed are fixedly arranged between the pouring flow holes, so that a good anti-sedimentation effect can be achieved.
Preferably, a plurality of pouring steel bars are fixedly arranged at the bottom of the inner wall of the pouring cavity, so that the strength of the poured concrete is improved.
Preferably, reinforcing steel bars which are uniformly distributed are fixedly arranged in the precast pile body, so that the structural strength of the precast pile body is improved, and the bearing capacity is stronger.
Preferably, the positioning cone groove is matched with the positioning cone table, and can be guided by means of the cone structure, so that convenience is brought to quick positioning and installation of the pile body.
Preferably, the periphery of locating bench is fixed and is provided with the solid fixed ring, anchor bolt hole has been seted up on the surface of solid fixed ring, can rely on the toper structure to guide to for the quick location installation of pile body provides convenience.
Preferably, the bearing table is an inverted ladder table, bearing is stable and reliable, and strength is high.
Compared with the prior art, the utility model has the beneficial effects that:
1. the pouring cavity is formed in the middle of the precast pile for the building engineering, and concrete slurry can be poured after the pile body is installed on the ground, so that the concrete slurry is fully filled in the gap between the precast pile and the ground, and the concrete slurry is filled inside and outside simultaneously, thereby being beneficial to improving the structural strength of the precast pile, improving the bearing capacity and playing a good role in preventing sedimentation;
2. the positioning table is additionally arranged at the bottom of the pile body, and the pile body can be guided by virtue of the conical structure, so that convenience is brought to quick positioning and installation of the pile body, and the pile body is light and convenient in whole and high in assembly efficiency.
Drawings
FIG. 1 is a schematic view of a precast pile according to the present utility model;
FIG. 2 is a front cross-sectional view of a preform apparatus of the present utility model;
FIG. 3 is a top cross-sectional view of a preformed pile according to the present utility model;
fig. 4 is a disassembled sectional view of the precast pile deck of the present utility model.
In the figure: 1. prefabricating a pile table; 2. prefabricating a pile body; 3. a bearing table; 4. pouring reinforcing steel bars; 5. pouring the cavity; 6. anti-sedimentation inserted column; 7. pouring the flow holes; 8. anchor bolt holes; 9. a positioning table; 10. a fixing ring; 11. positioning a frustum; 12. reinforcing steel bars; 13. positioning the cone groove.
Detailed Description
The technical solutions in the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model.
Referring to fig. 1-4, the utility model provides a prefabricated pile for constructional engineering, which comprises a prefabricated pile platform 1 and a positioning platform 9 arranged opposite to the prefabricated pile platform 1, wherein a prefabricated pile body 2 is fixedly arranged at the top end of the prefabricated pile platform 1, a bearing platform 3 is fixedly arranged at the top end of the prefabricated pile body 2, pouring cavities 5 extending into the prefabricated pile body 2 are formed at the top end of the bearing platform 3, pouring flow holes 7 which are uniformly distributed are formed on the surface of the prefabricated pile body 2, the pouring flow holes 7 are communicated with the pouring cavities 5, positioning cone grooves 13 are formed at the bottom end of the prefabricated pile platform 1, and positioning cone platforms 11 are fixedly arranged at the top end of the positioning platform 9;
when the precast pile is used, concrete slurry is poured through the pouring cavity 5, the concrete slurry flows out through the pouring flow hole 7 and fills the foundation pit, and the slurry is filled in the pile body and the foundation pit side, so that the precast pile and the ground are integrated, the bearing capacity of the precast pile is improved, and the precast pile is installed and used through the bearing table 3.
Referring to fig. 1, 2 and 3, further, evenly distributed anti-sedimentation insert columns 6 are fixedly arranged between pouring flow holes 7, a plurality of pouring reinforcing steel bars 4 are fixedly arranged at the bottom of the inner wall of the pouring cavity 5, and evenly distributed reinforcing steel bars 12 are fixedly arranged in the precast pile body 2;
when the precast pile is used, concrete slurry is poured through the pouring cavity 5, the concrete slurry flows out through the pouring flow holes 7 to fill the foundation pit, and slurry is filled in the pile body and at the edges of the foundation pit, so that the precast pile and the ground are integrated, and the bearing capacity of the precast pile is improved.
Referring to fig. 1, 2 and 4, further, the positioning cone groove 13 is matched with the positioning cone table 11, the periphery of the positioning table 9 is fixedly provided with a fixing ring 10, the surface of the fixing ring 10 is provided with an anchor bolt hole 8, and the bearing table 3 is arranged as an inverted-ladder table;
when the positioning platform 9 is used, the positioning platform 9 is placed at the bottom of the foundation pit, after the positioning platform is placed flatly, an anchor bolt is used for penetrating through the anchor bolt hole 8 and inserting into the ground for fixing, then the precast pile body 2 is lifted, the precast pile body is slowly placed into the foundation pit, the precast pile body 1 is opposite to the positioning platform 9, and under the guidance of the positioning cone 11 and the positioning cone 13, the precast pile body 2 can be placed stably, and positioning and mounting can be performed rapidly.
When the embodiment of the utility model is used, the following steps are adopted: the installation position of the precast pile is dug at present and is set up the foundation ditch and tamped, then place location platform 9 in the bottom of foundation ditch, make it put and use the crab-bolt to pass anchor bolt hole 8 and insert ground and fix after leveling, then lift by crane precast pile body 2, slowly put into the foundation ditch, make precast pile body 1 just to location platform 9, under the guide of location taper bench 11 and location taper groove 13, precast pile body 2 can be steadily put, the staff pours concrete slurry through pouring cavity 5 afterwards, concrete slurry can flow out through pouring flow hole 7, fill up the foundation ditch, through filling slurry in pile body and foundation ditch limit, thereby make precast pile and ground fuse as an organic whole, improve its bearing capacity, install through bearing platform 3 afterwards and use, the bearing capacity is strong, prevent the characteristics that the sedimentation performance is showing.
Although the present utility model has been described 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, or equivalents may be substituted for elements thereof, and any modifications, equivalents, improvements and changes may be made without departing from the spirit and principles of the present utility model.
Claims (7)
1. The utility model provides a building engineering precast pile, includes precast pile platform (1) and just to locating platform (9) that precast pile platform (1) set up, its characterized in that: precast pile body (2) are fixedly arranged at the top end of precast pile body (1), bearing platform (3) are fixedly arranged at the top end of precast pile body (2), pouring cavity (5) extending to the inside of precast pile body (2) are formed in the top end of bearing platform (3), evenly distributed pouring flow holes (7) are formed in the surface of precast pile body (2), the pouring flow holes (7) are communicated with the pouring cavity (5), positioning cone grooves (13) are formed in the bottom end of precast pile body (1), and positioning cone platforms (11) are fixedly arranged at the top end of positioning platform (9).
2. A prefabricated pile for construction according to claim 1, wherein: and anti-sedimentation inserted columns (6) which are uniformly distributed are fixedly arranged between every two adjacent pouring flow holes (7).
3. A prefabricated pile for construction according to claim 1, wherein: the bottom of the inner wall of the pouring cavity (5) is fixedly provided with a plurality of pouring steel bars (4).
4. A prefabricated pile for construction according to claim 1, wherein: reinforcing steel bars (12) which are uniformly distributed are fixedly arranged in the precast pile body (2).
5. A prefabricated pile for construction according to claim 1, wherein: the positioning cone groove (13) is matched with the positioning cone table (11).
6. A prefabricated pile for construction according to claim 1, wherein: the periphery of the positioning table (9) is fixedly provided with a fixing ring (10), and the surface of the fixing ring (10) is provided with an anchor bolt hole (8).
7. A prefabricated pile for construction according to claim 1, wherein: the bearing table (3) is arranged as an inverted ladder table.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320989548.8U CN219862755U (en) | 2023-04-27 | 2023-04-27 | Prefabricated pile for building engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320989548.8U CN219862755U (en) | 2023-04-27 | 2023-04-27 | Prefabricated pile for building engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219862755U true CN219862755U (en) | 2023-10-20 |
Family
ID=88322017
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320989548.8U Active CN219862755U (en) | 2023-04-27 | 2023-04-27 | Prefabricated pile for building engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219862755U (en) |
-
2023
- 2023-04-27 CN CN202320989548.8U patent/CN219862755U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN210315639U (en) | Accurate positioning auxiliary structure of major diameter steel core concrete column socket joint formula column base | |
| CN111945714A (en) | Steel sleeve guiding method combined with steel upright column inserting construction method | |
| CN103911989B (en) | A kind of underwater casting base type foundation with retaining wall and construction method thereof | |
| CN219862755U (en) | Prefabricated pile for building engineering | |
| CN209339156U (en) | The embedding rock foot pilework of anchor tube formula in a kind of Extra-Deep Foundation Pit | |
| CN218148483U (en) | Tower crane foundation structure | |
| US4999966A (en) | Method of forming an-before "immured" | |
| CN214497483U (en) | Novel combined uplift pile | |
| CN109989415B (en) | Construction method of fabricated foundation | |
| CN215562750U (en) | Connecting device of miniature precast pile and prefabricated cushion cap | |
| CN210049264U (en) | Assembled foundation | |
| CN210857196U (en) | Bored concrete pile connecting device for civil engineering | |
| CN210482285U (en) | Soft soil foundation manual hole digging pile structure | |
| CN203783113U (en) | Slope scaffold vertical rod base | |
| CN208219667U (en) | Foundation pit supporting construction based on campshed and inner support | |
| CN111962522A (en) | Combined supporting structure of inclined wedge-shaped pile and vertical pipe pile and construction method thereof | |
| CN111622347A (en) | Cross-shaped node connecting structure of assembled frame structure and construction method thereof | |
| CN112160325A (en) | Composite supporting structure for enhancing rigidity of prestressed pipe pile | |
| CN112095487A (en) | Deepwater bridge pile foundation and construction method thereof | |
| CN220132896U (en) | Friction pile | |
| CN217998141U (en) | Building multi-pile foundation bearing platform and template for pouring bearing platform | |
| CN111980013B (en) | Large-span building supporting structure and construction method thereof | |
| CN203782692U (en) | Underwater pouring root type foundation provided with retaining wall and internal mold system thereof | |
| CN217601493U (en) | High pile cap tower crane foundation | |
| CN215406059U (en) | A guider that is used for constructing leading formula batter pile of excavation supporting system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |