CN213477401U

CN213477401U - Novel tubular pile steel cage

Info

Publication number: CN213477401U
Application number: CN202022166801.9U
Authority: CN
Inventors: 肖增宜; 庄健乐
Original assignee: Guangdong Jinyang Building Materials Co Ltd
Current assignee: Guangdong Jinyang Building Materials Co Ltd
Priority date: 2020-09-28
Filing date: 2020-09-28
Publication date: 2021-06-18
Anticipated expiration: 2030-09-28

Abstract

The utility model relates to a novel tubular pile steel cage, include and encircle the steel reinforcement cage skeleton of distributing the first stirrup on main muscle and constitute by main muscle and circumference, steel reinforcement cage skeleton is including concentric first circular steel reinforcement cage and the circular steel reinforcement cage of second that sets up, and first circular steel reinforcement cage is located the inboard of the circular steel reinforcement cage of second, and first circular steel reinforcement cage includes three first main muscle of evenly arranging, and the circular steel reinforcement cage of second includes six second main muscle, and first main muscle passes through the second stirrup with the second main muscle that is located its both sides and is connected.

Description

Novel tubular pile steel cage

Technical Field

The utility model relates to a precast pile steel reinforcement cage, in particular to novel tubular pile steel reinforcement cage belongs to building material technical field.

Background

At present, concrete pipe piles are widely applied to large buildings such as houses and bridges. The concrete pipe pile is directly driven into a relatively hard rock stratum in a deep ground bottom, so that the weight of large buildings such as houses and bridges can be better supported. The prestressed concrete tubular pile can be divided into a post-tensioning prestressed tubular pile and a pre-tensioning prestressed tubular pile. The prestressed concrete pipe pile is widely applied to foundation engineering of modern buildings, particularly buildings and infrastructure projects built on unstable coatings or soft soil layers, the prestressed concrete pipe supports the buildings and ensures the safety of the buildings by transferring the load of the buildings to an underground stable rock stratum, and the structure of a reinforcement cage determines the structural strength of the prestressed concrete pipe.

SUMMERY OF THE UTILITY MODEL

The main object of the utility model is to provide a novel tubular pile steel cage to overcome the not enough of prior art.

For realizing the purpose of the utility model, the utility model discloses a technical scheme include: the utility model provides a novel tubular pile steel cage, includes the steel reinforcement cage skeleton of compriseing main muscle and circumference around the first stirrup that distributes on the main muscle, its characterized in that: the steel reinforcement cage framework comprises a first circular steel reinforcement cage and a second circular steel reinforcement cage which are concentrically arranged, the first circular steel reinforcement cage is located on the inner side of the second circular steel reinforcement cage, the first circular steel reinforcement cage comprises three first main reinforcements which are evenly distributed, the second circular steel reinforcement cage comprises six second main reinforcements, and the first main reinforcements and the second main reinforcements located on two sides of the first main reinforcements are connected through second stirrups. The second main reinforcement is positioned between two adjacent first stirrups.

Compared with the prior art, the utility model has the advantages that: the utility model provides a pair of novel tubular pile steel cage structural strength is high, and first main muscle links together through the second stirrup with the second main muscle that is located its both sides and forms local stable triangle-shaped, and the synergism through first stirrup and second stirrup makes the steel reinforcement cage structure more firm to intensity and the fastness of steel reinforcement cage structure have been improved under the prerequisite that uses few main muscle.

Drawings

The figures further illustrate the invention, but the embodiments in the figures do not constitute any limitation of the invention.

Fig. 1 is a plan view of the novel tubular pile steel cage provided by an embodiment of the present invention.

Fig. 2 is a schematic view of a local structure of a novel tubular pile steel cage according to an embodiment of the present invention.

Detailed Description

It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.

In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and to simplify the description, but do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore should not be construed as limiting the present invention. Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, features defined as "first", "second", may explicitly or implicitly include one or more of the described features. In the description of the present invention, "a plurality" means two or more unless specifically defined otherwise.

In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; they may be mechanically coupled, directly coupled, or indirectly coupled through intervening agents, both internally and/or in any other manner known to those skilled in the art. The specific meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art.

In the present disclosure, unless expressly stated or limited otherwise, the first feature "on" or "under" the second feature may comprise direct contact between the first and second features, or may comprise contact between the first and second features not directly. Also, the first feature being "on," "above" and "over" the second feature includes the first feature being directly on and obliquely above the second feature, or merely indicating that the first feature is at a higher level than the second feature. A first feature being "under," "below," and "beneath" a second feature includes the first feature being directly above and obliquely above the second feature, or simply meaning that the first feature is at a lesser level than the second feature.

As shown in fig. 1-2, an embodiment of the utility model provides a pair of novel tubular pile steel cage, include and encircle the steel reinforcement cage skeleton of distributing the first stirrup 31 on the main muscle by main muscle and circumference, steel reinforcement cage skeleton is including concentric first circular steel reinforcement cage and the circular steel reinforcement cage of second that sets up, and first circular steel reinforcement cage is located the inboard of the circular steel reinforcement cage of second, and first circular steel reinforcement cage includes three first main muscle 1 of evenly arranging, and the circular steel reinforcement cage of second includes six second main muscle 2, and first main muscle 1 passes through second stirrup 32 with the second main muscle 2 that is located its both sides and is connected. The second main bead 32 is located between two adjacent first stirrups 31.

The novel tubular pile steel cage that this embodiment provided structural strength is high, and first main muscle 1 is connected through second stirrup 32 with the second main muscle 2 that is located its both sides and is formed stable triangle-shaped structure, and the synergism through first stirrup 31 and second stirrup 32 makes the steel cage structure more firm, has improved the intensity and the fastness of steel cage structure under the prerequisite of using few main muscle.

The technical features of the embodiments described above may be arbitrarily combined, and for the sake of brevity, all possible combinations of the technical features in the embodiments described above are not described, but should be considered as being within the scope of the present specification as long as there is no contradiction between the combinations of the technical features.

The above-mentioned embodiments only represent some embodiments of the present invention, and the description thereof is specific and detailed, but not to be construed as limiting the scope of the present invention. It should be noted that, for those skilled in the art, without departing from the spirit of the present invention, several variations and modifications can be made, which are within the scope of the present invention. Therefore, the protection scope of the present invention should be subject to the appended claims.

Claims

1. The utility model provides a novel tubular pile steel cage, include by main muscle and circumference encircle distribute in the steel reinforcement cage skeleton that first stirrup on the main muscle is constituteed, its characterized in that: the steel reinforcement cage framework comprises a first circular steel reinforcement cage and a second circular steel reinforcement cage which are concentrically arranged, the first circular steel reinforcement cage is located on the inner side of the second circular steel reinforcement cage, the first circular steel reinforcement cage comprises three first main reinforcements which are evenly distributed, the second circular steel reinforcement cage comprises six second main reinforcements, the first main reinforcements are located on two sides of the first main reinforcements, and the second main reinforcements are connected through second stirrups.

2. The novel tubular pile steel cage of claim 1, characterized in that: the second main rib is positioned between two adjacent first stirrups.