CN220598407U

CN220598407U - Pile sealing cap

Info

Publication number: CN220598407U
Application number: CN202322148668.8U
Authority: CN
Inventors: 李丹丹; 吴坤光; 孟祥文
Original assignee: Tianjin Tianyu Construction Engineering Co ltd
Current assignee: Tianjin Tianyu Construction Engineering Co ltd
Priority date: 2023-08-10
Filing date: 2023-08-10
Publication date: 2024-03-15
Anticipated expiration: 2033-08-10

Abstract

The utility model discloses a pile sealing cap which solves the problems that the pile sealing cap is mainly cast in situ by concrete, the overall casting maintenance time is long, the construction period of a building can be prolonged, the casting forms that the sectional area of the pile sealing cap is slightly larger than the outer circle of a prestressed pipe pile and the settlement of the prestressed pipe pile cannot be slowed down.

Description

Pile sealing cap

Technical Field

The utility model belongs to the technical field of building construction devices, and particularly relates to a pile sealing cap.

Background

The building construction process can often meet the foundations such as silt, mucky soil, cohesive soil, silt, sandy soil and artificial filling soil, can adopt the prestressed pipe pile to this kind of foundation, and prestressed pipe pile concrete strength is high, and single pile bearing capacity is high to because prestressed pipe pile section length is different, the collocation is nimble, and the festival is long convenient, can adjust festival stake length at any time according to the change of geological conditions at the job site, and geological conditions adaptability is strong, and the saving uses the stake volume, and prestressed pipe pile top all needs to install and seals the pile cap.

However, the existing pile sealing cap is mainly formed by integrally pouring concrete on site, the overall pouring maintenance time is long, the building construction period can be prolonged, the sectional area of the pile sealing cap formed by pouring is slightly larger than the outer circle of the prestressed pipe pile, and the settlement of the prestressed pipe pile cannot be slowed down.

Disclosure of Invention

Aiming at the situation, in order to overcome the defects of the prior art, the utility model provides the pile sealing cap, which effectively solves the problems that the pile sealing cap is mainly cast in situ by concrete, the whole casting maintenance time is long, the construction period of a building can be prolonged, the section area of the cast pile sealing cap is slightly larger than the excircle of the prestressed pipe pile, and the settlement of the prestressed pipe pile cannot be slowed down.

In order to achieve the above purpose, the present utility model provides the following technical solutions: the utility model provides a pile sealing cap, includes first plectane, first plectane outside is fixed with first connecting plate, and first annular plate is installed to first connecting plate one end of keeping away from first plectane, and first annular plate bottom is connected with the conical plate, and the connecting rod is installed to first plectane bottom, and connecting rod bottom fixing has the second plectane.

Preferably, the outer side of the second circular plate is connected with a prestressed pipe pile.

Preferably, the first cavity is installed to the inboard of conical plate, and the connecting rod outside is connected with the second cavity.

Preferably, the number of the first connecting plates is six, and the first connecting plates are uniformly distributed on the outer side of the first circular plate.

Preferably, the bottom of the conical plate is provided with a water through hole.

Compared with the prior art, the utility model has the beneficial effects that:

according to the utility model, concrete pouring and steel prefabrication are combined, the curing time can be reduced by partial pouring, the building construction period is shortened, the contact area between the pile sealing cap and the ground can be increased by the first annular plate, and the settlement of the prestressed pipe pile is slowed down.

The conical plate is of an inclined angle structure, the pile sealing cap is conveniently inserted into the ground, the water through holes are formed in the bottom of the conical plate, water for concrete curing can conveniently flow out of the bottom of the conical plate, and curing time can be shortened.

Drawings

The accompanying drawings are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this specification, illustrate the utility model and together with the embodiments of the utility model, serve to explain the utility model. In the drawings:

FIG. 1 is a schematic diagram of the overall and prestressed pipe pile connection of the present utility model;

FIG. 2 is a schematic view of the mounting structure of the tapered plate of the present utility model;

FIG. 3 is a cross-sectional view of the utility model A-A.

In the figure: 1. a first circular plate; 2. a first connection plate; 3. a first annular plate; 4. a conical plate; 5. a connecting rod; 6. a second circular plate; 7. a first cavity; 8. a second cavity; 9. and (5) pre-stressing the tubular pile.

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.

As shown in fig. 1, 2 and 3, an embodiment of the utility model provides a pile sealing cap, which comprises a first circular plate 1, wherein a first connecting plate 2 is fixed on the outer side of the first circular plate 1, one end, far away from the first circular plate 1, of the first connecting plate 2 is provided with a first circular plate 3, the bottom end of the first circular plate 3 is connected with a conical plate 4, the bottom end of the first circular plate 1 is provided with a connecting rod 5, and the bottom end of the connecting rod 5 is fixed with a second circular plate 6.

Specifically, the outer side of the second circular plate 6 is connected with a prestressed pipe pile 9.

Specifically, the first cavity 7 is installed to conical plate 4 inboard, and the connecting rod 5 outside is connected with second cavity 8.

Specifically, the number of the first connecting plates 2 is six, and the six first connecting plates are uniformly distributed on the outer side of the first circular plate 1.

Specifically, the bottom of the conical plate 4 is provided with a water through hole.

First embodiment, shown by fig. 1, fig. 2 and fig. 3, first connecting plate 2 quantity is six, evenly distributed is in first plectane 1 outside, can guarantee that first plectane 1 and first ring board 3 are firm to be connected, can make the concrete follow the clearance between the first connecting plate 2 again, pour first cavity 7 and second cavity 8, first cavity 7 pour the concrete and can firmly connect pile cap and prestressing force tubular pile 9, second cavity 8 pour the concrete and also can strengthen the connection between pile cap and the prestressing force tubular pile 9, effectively avoid pile cap to drop from prestressing force tubular pile 9, conical plate 4 is the inclination structure, conveniently insert pile cap into ground, the water hole has been seted up to conical plate 4 bottom can be convenient for concrete maintenance's water to flow from conical plate 4 bottom, first plectane 1, the contact surface area that first connecting plate 2 and first ring board 3 formed is greater than prestressing force tubular pile 9 sectional area far away, can slow down prestressing force tubular pile subsides.

Working principle: when the pile sealing cap is used, the pile sealing cap is inserted into the ground, the first connecting plate 2 is contacted with the prestressed pipe pile 9, the second circular plate 6 is contacted with the inner side of the prestressed pipe pile 9, the bottom end of the conical plate 4 is contacted with the outer side of the prestressed pipe pile 9, concrete is poured into the first cavity 7 and the second cavity 8 through a gap between the first connecting plate 2, so that the first cavity 7 and the second cavity 8 are filled with concrete, watering and curing are carried out, the concrete in the first cavity 7 and the second cavity 8 can be firmly connected with the pile sealing cap and the prestressed pipe pile 9, the conical plate 4 is in an inclined angle structure, the pile sealing cap is conveniently inserted into the ground, water through holes are formed in the bottom of the conical plate 4, the water through which the concrete is cured can flow out from the bottom of the conical plate 4, the contact surface area formed by the first connecting plate 1 and the first circular plate 2 is far larger than the cross section area of the prestressed pipe pile 9, and the settlement of the prestressed pipe pile can be slowed down.

Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.

Claims

1. Pile sealing cap, including first plectane (1), its characterized in that: the novel circular plate is characterized in that a first connecting plate (2) is fixed on the outer side of the first circular plate (1), a first circular plate (3) is installed at one end, far away from the first circular plate (1), of the first connecting plate (2), a conical plate (4) is connected to the bottom end of the first circular plate (3), a connecting rod (5) is installed at the bottom end of the first circular plate (1), and a second circular plate (6) is fixed at the bottom end of the connecting rod (5).

2. A pile cap according to claim 1, wherein: the outer side of the second circular plate (6) is connected with a prestressed pipe pile (9).

3. A pile cap according to claim 1, wherein: the inner side of the conical plate (4) is provided with a first cavity (7), and the outer side of the connecting rod (5) is connected with a second cavity (8).

4. A pile cap according to claim 1, wherein: the number of the first connecting plates (2) is six, and the six connecting plates are uniformly distributed on the outer side of the first circular plate (1).

5. A pile cap according to claim 1, wherein: the bottom of the conical plate (4) is provided with a water through hole.