CN219586706U - Foundation reinforcement embedded pile for building construction - Google Patents
Foundation reinforcement embedded pile for building construction Download PDFInfo
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- CN219586706U CN219586706U CN202320576804.0U CN202320576804U CN219586706U CN 219586706 U CN219586706 U CN 219586706U CN 202320576804 U CN202320576804 U CN 202320576804U CN 219586706 U CN219586706 U CN 219586706U
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- angle plate
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- precast pile
- precast
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
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- Piles And Underground Anchors (AREA)
Abstract
The utility model relates to the technical field of house construction, in particular to a foundation-reinforced embedded pile for house construction, which comprises the following components: the pile body comprises a first section of precast pile and a second section of precast pile, and flange plates are fixedly connected to the surfaces of the first section of precast pile and the second section of precast pile; the observation mechanism comprises a first angle plate, wherein the first section of precast pile can be connected to the surface of the first section of precast pile or the second section of precast pile in a clamping mode, and the second angle plate is connected to the first section of precast pile in a propping mode on the surface of the first angle plate. According to the utility model, through the first angle plate, the second angle plate, the screw rod and the nut, the second angle plate and the screw rod can be perpendicular to the embedded pile and can slide on the embedded pile, so that information of personnel observed outside and personnel for installing the embedded pile by an actual operation machine are consistent, frequency of checking information of the personnel observed outside and the actual operation machine for installing the embedded pile is reduced, and efficiency of installing the embedded pile is improved.
Description
Technical Field
The utility model relates to the technical field of house construction, in particular to a foundation reinforcement embedded pile for house construction.
Background
The house is usually piled on the ground during the construction process, so as to form a foundation for the house construction, and the pre-buried piles are also called precast piles, and can be classified into wood piles, concrete precast piles and steel piles according to materials. Wooden stakes are now rarely used; the concrete precast pile comprises a common concrete precast pile, a prestressed concrete pipe Pile (PC), a prestressed high-strength concrete pipe Pile (PHC) and a prestressed concrete square pile; the steel piles are mainly steel pipe piles and H-shaped piles. Pile sinking methods include hammering method, static pressure method, vibration method, water jet method, pre-drilling method, and middle digging method.
When the existing embedded pile is driven into the ground, the vertical angle of the embedded pile and the ground needs to be paid attention to in real time, so that the embedded pile can be vertical to the ground, but in the actual operation process, the personnel information of an observer and the personnel information of an actual operation machine cannot be synchronous and consistent, so that the angle information of the embedded pile and the ground always needs to be continuously checked in the driving process of the embedded pile, and the installation speed of the embedded pile is reduced.
Disclosure of Invention
The utility model aims to provide a foundation-reinforced embedded pile for building construction, which aims to solve the problem that the angle information of the embedded pile and the ground is always required to be continuously checked in the process of driving the existing embedded pile, so that the installation speed of the embedded pile is reduced.
In order to achieve the above purpose, the present utility model provides a foundation-reinforced embedded pile for building construction, comprising:
the pile body comprises a first section of precast pile and a second section of precast pile, wherein flange plates are fixedly connected to the surfaces of the first section of precast pile and the second section of precast pile, and the first section of precast pile and the second section of precast pile are fixedly connected together through the flange plates;
the observing mechanism comprises a first angle plate, wherein the first section of precast pile can be clamped and connected on the surface of the first section of precast pile or the second section of precast pile, the first angle plate is propped and connected with a second angle plate on the surface, a screw is movably connected on the surface of the second angle plate, and a nut is movably connected on the surface of the screw.
Preferably, the reinforcing mechanism is arranged on the surface of the first section of precast pile, the reinforcing mechanism comprises a fixed ring, the fixed ring is fixedly connected on the surface of the first section of precast pile, a bearing ring is fixedly connected on the surface of the fixed ring, and a clamping ring is fixedly connected on the surface of the second section of precast pile.
Preferably, semicircular openings are formed in the surfaces of the first angle plate and the second angle plate, and the first angle plate and the second angle plate are connected to the surface of the first section precast pile or the surface of the second section precast pile through the semicircular openings in a clamping mode.
Preferably, when the first angle plate and the second angle plate are abutted and connected together, a guide hole is formed in the center of the semicircular openings of the first angle plate and the second angle plate, and the first angle plate and the second angle plate slide on the first section precast pile or the second section precast pile through the guide hole.
Preferably, the surfaces of the first angle plate and the second angle plate are provided with circular holes, the screw rod penetrates through the circular holes of the first angle plate and the screw rod at the same time, and the nut rotates on the surface of the screw rod to fix the relative positions of the first angle plate and the second angle plate.
Preferably, the fixing ring and the second angle plate form a clamping groove at the inner side of the first section of precast pile, the clamping ring is clamped and connected in the clamping groove formed at the inner side of the first section of precast pile, and the protruding height of the clamping ring on the second section of precast pile is the same as the height of the clamping groove.
Compared with the prior art, the utility model has the beneficial effects that:
1. this foundation reinforcement embedded pile for construction is built in room is built through first angle board, second angle board, screw rod and nut for second angle board and screw rod can be perpendicular to embedded pile, and can slide on embedded pile, judge whether the embedded pile is perpendicular to ground through observing inclination between first angle board, second angle board and the ground, can make personnel that observes in the outside and the personnel information of actual operation machine installation embedded pile unanimous, reduced the personnel that observes in the outside and the frequency of actual operation machine installation embedded pile check information, improved the efficiency of installation embedded pile.
2. This foundation reinforcement embedded pile for construction is built in room is through solid fixed ring, bearing ring and snap ring for the installation connected mode of first section precast pile and second section precast pile is more fastened, has improved the structural strength of embedded pile, makes the embedded pile safer in the use.
Drawings
FIG. 1 is a schematic perspective view of the structure of the present utility model;
FIG. 2 is a schematic side perspective exploded view of the structure of the present utility model;
FIG. 3 is an enlarged schematic view of the structure of FIG. 1A according to the present utility model;
fig. 4 is an enlarged schematic view of the structure of fig. 2B according to the present utility model.
In the figure: 1. a first section of precast pile; 11. a second section of precast pile; 12. a flange plate; 2. a first angle plate; 21. a second angle plate; 22. a screw; 23. a nut; 3. a fixing ring; 31. a load-bearing ring; 32. and a clasp.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Referring to fig. 1-4, an embodiment of the present utility model is provided:
a foundation-reinforcing pre-buried pile for building construction, comprising:
the pile body comprises a first section of precast pile 1 and a second section of precast pile 11, wherein flange plates 12 are fixedly connected to the surfaces of the first section of precast pile 1 and the second section of precast pile 11, the first section of precast pile 1 and the second section of precast pile 11 are fixedly connected together through the flange plates 12, and the first section of precast pile 1 and the second section of precast pile 11 are together to form an embedded column for bearing house construction;
the observation mechanism comprises a first angle plate 2, wherein the first section of precast pile 1 can be clamped and connected to the surface of the first section of precast pile 1 or the second section of precast pile 11, a second angle plate 21 is propped and connected to the surface of the first angle plate 2, the volumes of the first angle plate 2 and the second angle plate 21 are the same, a screw rod 22 is movably connected to the surface of the second angle plate 21, only the tail part of the screw rod 22 is provided with threads, and a nut 23 is movably connected to the surface of the screw rod 22.
Further, a reinforcing mechanism is arranged on the surface of the first section of precast pile 1, the reinforcing mechanism comprises a fixed ring 3, the fixed ring 3 is fixedly connected to the surface of the first section of precast pile 1, a bearing ring 31 is fixedly connected to the surface of the fixed ring 3, a clamping ring 32 is fixedly connected to the surface of the second section of precast pile 11, the fixed ring 3, the bearing ring 31 and the clamping ring 32 are of steel structures, and the fixedly connected relation is completed through welding.
Further, semicircular openings are formed in the surfaces of the first angle plate 2 and the second angle plate 21, the first angle plate 2 and the second angle plate 21 are connected to the surface of the first section precast pile 1 or the second section precast pile 11 through the semicircular openings in a clamping mode, the semicircular openings of the first angle plate 2 and the second angle plate 21 are just attached to the surface of the first section precast pile 1 or the second section precast pile 11, and the first angle plate 2 and the second angle plate 21 are always in vertical relation with the first section precast pile 1 and the second section precast pile 11.
Further, when the first angle plate 2 and the second angle plate 21 are abutted together, a guiding hole is formed in the center of the semicircular openings of the first angle plate 2 and the second angle plate 21, the first angle plate 2 and the second angle plate 21 slide on the first section precast pile 1 or the second section precast pile 11 through the guiding hole, the first angle plate 2 and the second angle plate 21 always keep vertical relation with the first section precast pile 1 and the second section precast pile 11 in the sliding process, and under the action of gravity, the first angle plate 2 and the second angle plate 21 are abutted together to be connected with the ground.
Further, circular holes are formed in the surfaces of the first angle plate 2 and the second angle plate 21, the screw 22 penetrates through the circular holes of the first angle plate 2 and the screw 22 at the same time, the nut 23 rotates on the surface of the screw 22 to fix the relative positions of the first angle plate 2 and the second angle plate 21, the use of the first angle plate 2 and the second angle plate 21 is guaranteed, and when the first angle plate 2 and the second angle plate 21 keep a horizontal relationship with the ground, the first section precast pile 1 and the second section precast pile 11 are perpendicular to the ground.
Further, the clamping groove is formed in the inner side of the first section of precast pile 1 by the fixing ring 3 and the second angle plate 21, the clamping ring 32 is clamped and connected in the clamping groove formed in the inner side of the first section of precast pile 1, the protruding height of the clamping ring 32 on the second section of precast pile 11 is identical to the height of the clamping groove, so that when the first section of precast pile 1 is abutted to the second section of precast pile 11, the clamping ring 32 can be perfectly clamped and connected in the clamping groove in the inner side of the first section of precast pile 1, and the second section of precast pile 11 is reinforced on the first section of precast pile 1 by the cooperation of the fixing ring 3 and the bearing ring 31.
Working principle: the first angle plate 2 and the second angle plate 21 are clamped and connected to the surface of the first section precast pile 1, the first angle plate 2 is abutted to connect the second section precast pile 11, the screw 22 penetrates through the circular holes of the first section precast pile 1 and the second section precast pile 11, the nuts 23 are matched with the screw 22 to shrink the positions of the first section precast pile 1 and the second angle plate 21, at the moment, the first angle plate 2 and the second angle plate 21 can slide on the surface of the first section precast pile 1, when the first section precast pile 1 is installed, the first section precast pile 1 continuously penetrates into the bottom, the first angle plate 2 and the second angle plate 21 are always abutted to connect the ground, and when the first angle plate 2 and the second angle plate 21 deviate from the ground horizontal line, the side needs to adjust the installation angle of the first section precast pile 1.
Through at the internally mounted solid fixed ring 3 and the bearing ring 31 of first section precast pile 1, the inner circle of first section precast pile 1 is gone up in the cooperation, and the draw-in groove of a ring shape is mountain at the surface of first section precast pile 1, connects snap ring 32 block on the ring shape draw-in groove, and first section precast pile 1 supports at this moment and connects second section precast pile 11, installs first section precast pile 1 and second section precast pile 11 fixedly through ring flange 12, has improved the installation strength between first section precast pile 1 and the second section precast pile 11.
It will be evident to those skilled in the art that the utility model is not limited to the details of the foregoing illustrative embodiments, and that the present utility model may be embodied in other specific forms without departing from the spirit or essential characteristics thereof. The present embodiments are, therefore, to be considered in all respects as illustrative and not restrictive, the scope of the utility model being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Claims (6)
1. The utility model provides a building construction is with foundation stabilization built-in stake which characterized in that includes:
the pile body comprises a first section of precast pile (1) and a second section of precast pile (11), wherein flange plates (12) are fixedly connected to the surfaces of the first section of precast pile (1) and the second section of precast pile (11), and the first section of precast pile (1) and the second section of precast pile (11) are fixedly connected together through the flange plates (12);
the observing mechanism comprises a first angle plate (2), wherein the first section of precast pile (1) can be clamped and connected on the surface of the first section of precast pile (1) or the second section of precast pile (11), a second angle plate (21) is propped and connected on the surface of the first angle plate (2), a screw rod (22) is movably connected on the surface of the second angle plate (21), and a nut (23) is movably connected on the surface of the screw rod (22).
2. The foundation-reinforcing embedded pile for building construction according to claim 1, wherein: the reinforcing mechanism comprises a fixed ring (3), the fixed ring (3) is fixedly connected to the surface of the first section of precast pile (1), a bearing ring (31) is fixedly connected to the surface of the fixed ring (3), and a clamping ring (32) is fixedly connected to the surface of the second section of precast pile (11).
3. The foundation-reinforcing embedded pile for building construction according to claim 1, wherein: semicircular openings are formed in the surfaces of the first angle plate (2) and the second angle plate (21), and the first angle plate (2) and the second angle plate (21) are connected to the surfaces of the first section precast pile (1) or the second section precast pile (11) through the semicircular openings in a clamping mode.
4. A foundation-reinforcing embedded pile for building construction according to claim 3, wherein: when the first angle plate (2) and the second angle plate (21) are in butt joint, a guide hole is formed in the center of the semicircular openings of the first angle plate (2) and the second angle plate (21), and the first angle plate (2) and the second angle plate (21) slide on the first section precast pile (1) or the second section precast pile (11) through the guide hole.
5. The foundation-reinforcing embedded pile for building construction of claim 4, wherein: circular holes are formed in the surfaces of the first angle plate (2) and the second angle plate (21), the screw rod (22) penetrates through the circular holes of the first angle plate (2) and the screw rod (22) at the same time, and the nut (23) rotates on the surface of the screw rod (22) to fix the relative positions of the first angle plate (2) and the second angle plate (21).
6. The foundation-reinforcing embedded pile for building construction according to claim 2, wherein: the fixing ring (3) and the second angle plate (21) form a clamping groove on the inner side of the first section of precast pile (1), the clamping ring (32) is clamped and connected in the clamping groove formed on the inner side of the first section of precast pile (1), and the protruding height of the clamping ring (32) on the second section of precast pile (11) is the same as the height of the clamping groove.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320576804.0U CN219586706U (en) | 2023-03-22 | 2023-03-22 | Foundation reinforcement embedded pile for building construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320576804.0U CN219586706U (en) | 2023-03-22 | 2023-03-22 | Foundation reinforcement embedded pile for building construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219586706U true CN219586706U (en) | 2023-08-25 |
Family
ID=87689876
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320576804.0U Active CN219586706U (en) | 2023-03-22 | 2023-03-22 | Foundation reinforcement embedded pile for building construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219586706U (en) |
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2023
- 2023-03-22 CN CN202320576804.0U patent/CN219586706U/en active Active
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