Prefabricated part for support pile hanging plate

Abstract

The utility model discloses a prefabricated component for a support pile hanging plate, which comprises a component main body, the component main body is a concrete component, a truss assembly is arranged in the component main body, and the truss assembly is fixedly connected with an embedded steel bar of a support pile; the truss assembly comprises foundation ribs, supporting ribs and connecting ribs, the foundation ribs are arranged in the component body, the supporting ribs are welded to the foundation ribs at intervals and arranged towards the outer side of the component body, and the connecting ribs are connected to the tops of the supporting ribs so that the adjacent supporting ribs can be connected into a whole. The embedded steel bars are connected to the supporting bars in a hung mode, so that the prefabricated parts are fixed to the outer sides of the supporting piles. The prefabricated part used for the support pile hanging plate is reasonable in structure and convenient to operate, construction of the support pile hanging plate is achieved through assembly of the prefabricated part, and the problem that the side face of a support pile is poor in impression due to the fact that a traditional hanging plate formwork is reinforced and concrete is poured is solved.

Description

Technical Field

[0001] The utility model belongs to the technical field of building engineering and relates to a prefabricated component used for supporting pile hanging plates. Background Art

[0002] In construction projects, in order to improve the appearance of the side of the supporting piles, it is necessary to install hanging plates on the outside of the supporting piles.

[0003] In the prior art, the hanging panels are reinforced by formwork and then concrete is poured on site, which makes the appearance of the hanging panels after construction poor. In addition, the cast-in-place concrete needs aging treatment to increase the strength of the guard plate, which increases the construction period and affects the construction efficiency.

[0004] Therefore, it is urgent to design a prefabricated component for use in supporting pile hanging plates to solve the technical problems existing in the prior art. Utility Model Content

[0005] The purpose of the utility model is to solve some of the technical problems existing in the prior art to at least a certain extent, and to provide a prefabricated component for use with support pile hanging plates, which has a reasonable structure and is easy to operate. The construction of the support pile hanging plates is achieved through the assembly of prefabricated components, thereby solving the problem of poor side appearance of the support piles caused by the traditional "hanging plate formwork reinforcement and pouring concrete".

[0006] In order to solve the above technical problems, the utility model provides a prefabricated component for use in supporting pile hanging plates, which includes a component body, the component body is a concrete component, a truss assembly is arranged inside the component body, and the truss assembly is connected and fixed to the embedded reinforcement of the supporting pile; the truss assembly includes foundation reinforcement, support reinforcement and connecting reinforcement, the foundation reinforcement is arranged inside the component body, the support reinforcement is welded to the foundation reinforcement at intervals and arranged toward the outside of the component body, and the connecting reinforcement is connected to the top of the support reinforcement to connect adjacent support reinforcements into one; the embedded reinforcement is hung on the support reinforcement, so that the prefabricated component is fixed to the outside of the supporting pile.

[0007] In some embodiments, the basic ribs include transverse ribs and longitudinal ribs, which are arranged perpendicular to each other.

[0008] In some embodiments, the outer diameters of the transverse and longitudinal ribs are greater than the outer diameter of the supporting ribs.

[0009] In some embodiments, the supporting rib is an arched structure, which is obliquely welded to the base rib.

[0010] In some embodiments, the support ribs are arranged in pairs, and are symmetrically arranged with respect to the axis where the connecting ribs are located.

[0011] In some embodiments, the angle between the support ribs and the plane where the base ribs are located is 75-85°.

[0012] In some embodiments, the spacing between adjacent support ribs is 400-600 mm.

[0013] In some embodiments, the connecting ribs are steel bars with an outer diameter of 10 mm.

[0014] In some embodiments, the component body is a C30 concrete slab.

[0015] In some embodiments, the ends of the component bodies are provided with engaging openings to achieve mutual connection between adjacent component bodies.

[0016] Beneficial effects of the utility model:

[0017] The utility model provides a prefabricated component for use with a supporting pile hanging plate, which has a reasonable structure and is easy to operate. The construction of the supporting pile hanging plate is achieved through the assembly of prefabricated components, thereby solving the problem of poor side appearance of the supporting pile caused by the traditional "hanging plate formwork reinforcement and concrete pouring". BRIEF DESCRIPTION OF THE DRAWINGS

[0018] The above advantages of the present invention will become clearer and easier to understand through the detailed description made in conjunction with the following drawings, which are only schematic and do not limit the present invention, wherein:

[0019] Figure 1 It is a schematic diagram of a prefabricated component used for supporting pile hanging plates according to the utility model;

[0020] Figure 2 yes Figure 1 The corresponding side view;

[0021] Figure 3 yes Figure 1 The corresponding top view;

[0022] Figure 4 It is a three-dimensional diagram of the prefabricated component described in the utility model;

[0023] Figure 5 It is a schematic diagram of the prefabricated components of the utility model being stacked and hung on the outside of the supporting piles;

[0024] Figure 6 yes Figure 5 The corresponding local schematic diagram at point A. DETAILED DESCRIPTION

[0025] Figures 1 to 6 This is a schematic diagram of a prefabricated component used for supporting pile hanging plates described in the present application. The present utility model is described in detail below in conjunction with specific embodiments and drawings.

[0026] The embodiments described herein are specific embodiments of the present invention, which are used to illustrate the concept of the present invention, are explanatory and exemplary, and should not be interpreted as limiting the embodiments of the present invention and the scope of the present invention. In addition to the embodiments described herein, those skilled in the art can also adopt other obvious technical solutions based on the claims and the contents disclosed in the specification of this application, including technical solutions that adopt any obvious replacement and modification of the embodiments described herein.

[0027] The drawings of this specification are schematic diagrams, which assist in explaining the concept of the utility model and schematically show the shapes of various parts and their mutual relationships. Please note that in order to clearly show the structure of various components of the embodiments of the utility model, the drawings are not drawn according to the same scale. The same reference numerals are used to represent the same parts.

[0028] A schematic diagram of a prefabricated component used for supporting pile hanging plates according to the utility model is as follows: Figure 1 The prefabricated component used for the support pile hanging plate includes a component body 10, the component body 10 is a concrete component, and a truss assembly 20 is arranged inside the component body. The truss assembly 20 is connected to the embedded reinforcement 30 ( Figure 5 and Figure 6 shown) are connected and fixed.

[0029] Furthermore, the truss assembly 20 includes a base rib 21, a support rib 22 and a connecting rib 23. Figure 2 As shown, the foundation ribs 21 are arranged inside the component body 10, the support ribs 22 are welded to the foundation ribs 21 at intervals and arranged toward the outside of the component body 10, and the connecting ribs 23 are connected to the tops of the support ribs 22 to connect adjacent support ribs 22 as a whole; the embedded bars 30 are hung on the support ribs 22, so that the prefabricated component is fixed to the outside of the supporting piles.

[0030] As an embodiment of the present utility model, the basic ribs 21 include transverse ribs and longitudinal ribs. Figure 3 As shown, the two are arranged perpendicular to each other. Further, the outer diameter of the transverse ribs and the longitudinal ribs is greater than the outer diameter of the support ribs 22. In some embodiments, the outer diameter of the transverse ribs and the longitudinal ribs of the base ribs 21 is 10 mm, while the outer diameter of the support ribs 22 can be 6 mm.

[0031] In the present invention, the support rib 22 is an arched structure. Figure 4 As shown, it is welded obliquely to the basic rib 21 .

[0032] The support ribs 22 are arranged in pairs, and are symmetrically arranged with the axis of the connecting ribs 23 as a reference.

[0033] As an embodiment of the present invention, the angle between the support rib 22 and the plane where the base rib 21 is located is 75-85°.

[0034] In the present invention, the spacing between adjacent support ribs 22 is 400-600 mm, and preferably, the spacing between adjacent support ribs 22 is 500 mm.

[0035] As an embodiment of the present invention, the connecting rib 23 is a steel bar with an outer diameter of 10 mm.

[0036] The component body 10 is a C30 concrete slab. The end of the component body 10 is provided with a bite hole 11, such as Figure 6 As shown, adjacent component bodies 10 are connected to each other.

[0037] Figure 5 It is a schematic diagram of the prefabricated components of the utility model being stacked and hung on the outside of the supporting piles. Figure 6 yes Figure 5 The corresponding local schematic diagram at point A.

[0038] The prefabricated components mentioned above can be manufactured in advance in a factory to shorten the aging treatment time of concrete and improve the construction efficiency of the support pile hanging plate.

[0039] Furthermore, a bite opening 11 is provided at the end of the component body 10 so that adjacent component bodies 10 bite each other, thereby ensuring the structural strength of the outer hanging plate of the supporting pile. Figure 5 In the illustrated embodiment, the engagement opening 11 is an open groove provided on one side of the component body 10. It is understandable that the engagement opening 11 may also be a groove provided in the middle of the component body 10, and correspondingly, the connecting end of the component body 10 is a convex structure provided in the middle of the component body 10, so as to realize the mutual engagement of adjacent component bodies 10.

[0040] Compared with the shortcomings and deficiencies of the prior art, the utility model provides a prefabricated component for use with support pile hanging plates, which has a reasonable structure and is easy to operate. The construction of the support pile hanging plates is achieved through the assembly of prefabricated components, which solves the problem of poor side appearance of the support piles caused by the traditional "hanging plate formwork reinforcement and pouring concrete". At the same time, it is also conducive to improving construction efficiency.

[0041] The present utility model is not limited to the above-mentioned implementation modes. Anyone can derive other various forms of products under the inspiration of the present utility model. However, no matter what changes are made in the shape or structure, any technical solution that is the same or similar to that of the present application falls within the protection scope of the present utility model.

Claims

1. A prefabricated component for supporting pile hanging plates, characterized in that: The prefabricated component comprises a component body (10), wherein the component body (10) is a concrete component, and a truss assembly (20) is arranged inside the component body, and the truss assembly (20) is connected and fixed to the embedded reinforcement (30) of the support pile; the truss assembly (20) comprises a basic reinforcement (21), a supporting reinforcement (22) and a connecting reinforcement (23); the basic reinforcement (21) is arranged inside the component body (10), the supporting reinforcement (22) is welded to the basic reinforcement (21) at intervals and arranged toward the outside of the component body (10), and the connecting reinforcement (23) is connected to the top of the supporting reinforcement (22) to connect adjacent supporting reinforcements (22) into one; the embedded reinforcement (30) is hung on the supporting reinforcement (22), so that the prefabricated component is fixed to the outside of the support pile.

2. The prefabricated component according to claim 1, characterized in that: The basic ribs (21) include transverse ribs and longitudinal ribs, which are arranged perpendicular to each other.

3. The prefabricated component according to claim 2, characterized in that: The outer diameters of the transverse ribs and the longitudinal ribs are greater than the outer diameter of the supporting ribs (22).

4. The prefabricated component according to claim 1, characterized in that: The supporting rib (22) is an arched structure and is welded obliquely to the base rib (21).

5. The prefabricated component according to claim 4, characterized in that: The supporting ribs (22) are arranged in pairs, and are symmetrically arranged with the axis of the connecting ribs (23) as a reference.

6. The prefabricated component according to claim 4, characterized in that: The angle between the support ribs (22) and the plane where the base ribs (21) are located is 75-85°.

7. The prefabricated component according to claim 6, characterized in that: The spacing between adjacent supporting ribs (22) is 400-600 mm.

8. The prefabricated component according to claim 1, characterized in that: The connecting reinforcement (23) is a reinforcement with an outer diameter of 10 mm.

9. The prefabricated component according to claim 1, characterized in that: The component body (10) is a C30 concrete slab.

10. The prefabricated component according to claim 9, characterized in that: The end of the component body (10) is provided with a bite opening (11) to achieve mutual connection of adjacent component bodies (10).

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