Splicing type variable cross-section special-shaped solid square pile

Abstract

The utility model relates to the field of special-shaped square piles, and particularly discloses a splicing type variable cross-section special-shaped solid square pile which comprises a solid square pile body, a steel plate clamping groove is formed in one end of the solid square pile body, a splicing steel plate is arranged above the steel plate clamping groove, and angle steel grooves are formed in the positions, located at the edges of the solid square pile body, of the corner angles of the steel plate clamping groove. Stirrups are arranged at the positions, penetrating through the angle steel grooves, in the solid square piles, reinforcing angle steel is arranged on the outer sides of the angle steel grooves, side welding penetrating holes are formed in the positions, corresponding to the stirrups, in the reinforcing angle steel, connector steel bars are installed in the ends, close to the angle steel grooves, of the solid square piles, and longitudinal ribs are installed on the inner sides of the stirrups and located in the solid square piles. After the stirrups are bound, welded and fixed on the outer sides of the longitudinal ribs, a certain protrusion is integrally reserved on the stirrup at one end, the stirrups are filled with the connector steel bars, concrete is injected into the formwork, and after the solid square piles are integrally formed, the reserved connector steel bars can be used for splicing of a plurality of solid square piles.

Description

Technical Field

[0001] The utility model relates to the field of special-shaped square piles, in particular to a spliced variable-section special-shaped solid square pile. Background Technique

[0002] The pile foundation is a deep foundation that connects the tops of several piles into a whole through a bearing platform to jointly bear static and dynamic loads. A pile is a vertical or inclined foundation member set in the soil. According to different shapes, it can be divided into flat square piles and special-shaped square piles. According to different internal structures, special-shaped square piles can also be divided into two types: solid and hollow.

[0003] However, compared with hollow square piles, solid square piles have greater bearing capacity, but they have too large self-weight, resulting in higher transportation costs and greater hoisting difficulty, and they are more troublesome to install. Content of the Utility Model

[0004] Aiming at the deficiencies of the prior art, the utility model provides a spliced variable-section special-shaped solid square pile, which solves the problems mentioned in the above background.

[0005] The utility model provides the following technical scheme: a spliced variable-section special-shaped solid square pile, including a solid square pile. One end of the solid square pile is provided with a steel plate slot, and a splicing steel plate is arranged above the steel plate slot. Angle steel slots are opened at the edge positions of the steel plate slot on the edges of the solid square pile. Stirrups are arranged inside the solid square pile at positions passing through the angle steel slots. Reinforcing angle steels are arranged outside the angle steel slots. Side welding perforations are opened inside the reinforcing angle steels corresponding to the positions of the stirrups. Connector bars are installed inside the solid square pile near one end of the angle steel slot. Longitudinal bars are installed inside the solid square pile on the inner side of the stirrups.

[0006] As a further scheme of the utility model: clamping protrusions are installed on the lower surface of the splicing steel plate corresponding to the positions of the steel plate slots, and upper welding perforations are opened inside the splicing steel plate corresponding to the positions of the connector bars.

[0007] As a further scheme of the utility model: the solid square pile includes a convex section and a concave section. An installation joint is installed at one end of the solid square pile away from the steel plate slot, and a plug rod is installed inside the installation joint.

[0008] As a further scheme of the utility model: the reinforcing angle steel is clamped with the angle steel slot, and the outer diameter dimension length of the stirrup is less than the inner diameter dimension length of the side welding perforation.

[0009] As a further scheme of the utility model: the convex section and the concave section are integrally cast, and the plug rod is meshed and fixedly connected with the installation joint.

[0010] As a further solution of the utility model: the splicing steel plate is clamped with the steel plate clamping groove through the clamping protrusion.

[0011] As a further solution of the utility model: the reinforcing angle steel and the stirrup are fixed by welding, and the splicing steel plate and the joint steel bar are fixed by welding.

[0012] As a further solution of the utility model: the stirrup and the longitudinal reinforcement are fixed by welding.

[0013] Compared with the prior art, the beneficial effects of the utility model are:

[0014] 1. After the stirrup is bound and welded on the outside of the longitudinal reinforcement, a certain protrusion is left as a whole at one end of the stirrup, and after filling the joint steel bar at the corresponding position, concrete is injected into the inside of the formwork. When the solid square pile is integrally formed, the reserved joint steel bar can be used for splicing of multiple solid square piles.

[0015] 2. After the two splicing steel plates are integrally welded, the reinforcing angle steel is integrally corresponding to the position of the angle steel groove on the outside of the two assembled solid square piles. After the stirrup is clamped into the inside of the side welding perforation, the reinforcing angle steel is integrally welded with the stirrup again, which can ensure the joint strength and flatness of the two butt-jointed solid square piles. Description of the Drawings

[0016] Figure 1 It is a structural schematic diagram of a spliced variable cross-section special-shaped solid square pile;

[0017] Figure 2 It is a partial enlarged view of the position of the splicing steel plate in a spliced variable cross-section special-shaped solid square pile;

[0018] Figure 3 It is a sectional view of the solid square pile in a spliced variable cross-section special-shaped solid square pile;

[0019] Figure 4 It is a side view of the solid square pile in a spliced variable cross-section special-shaped solid square pile;

[0020] Figure 5 It is a front view of the solid square pile in a spliced variable cross-section special-shaped solid square pile.

[0021] In the figure: 1. Solid square pile; 2. Protruding section; 3. Recessed section; 4. Installation joint; 5. Inserting rod; 6. Splicing steel plate; 7. Reinforcing angle steel; 101. Angle steel groove; 102. Stirrup; 103. Steel plate clamping groove; 104. Joint steel bar; 105. Longitudinal reinforcement; 601. Upper welding perforation; 602. Clamping protrusion; 701. Side welding perforation. Detailed Embodiments

[0022] Next, in combination with the accompanying drawings in the embodiments of the present utility model, the technical solutions in the embodiments of the present utility model will be clearly and completely described. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all of the embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without making creative efforts shall fall within the protection scope of the present utility model.

[0023] As Figures 1-5 shown, this embodiment provides a spliced variable cross-section special-shaped solid square pile, including a solid square pile 1. One end of the solid square pile 1 is provided with a steel plate slot 103. Above the steel plate slot 103 is provided a splicing steel plate 6. At the corner position of the steel plate slot 103, an angle steel slot 101 is opened at the edge of the solid square pile 1. At the position where the angle steel slot 101 penetrates through the solid square pile 1, a stirrup 102 is provided. Outside the angle steel slot 101, a reinforcing angle steel 7 is provided. The reinforcing angle steel 7 and the stirrup 102 are fixed by welding. The splicing steel plate 6 and the joint steel bar 104 are fixed by welding. Inside the reinforcing angle steel 7, a side welding perforation 701 is opened corresponding to the position of the stirrup 102. The reinforcing angle steel 7 is clamped with the angle steel slot 101. The outer diameter dimension length of the stirrup 102 is smaller than the inner diameter dimension length of the side welding perforation 701. Inside the solid square pile 1 near one end of the angle steel slot 101, a joint steel bar 104 is installed. Inside the solid square pile 1 on the inner side of the stirrup 102, a longitudinal bar 105 is installed. The stirrup 102 and the longitudinal bar 105 are fixed by welding.

[0024] As Figures 2-3 shown, in this embodiment, a clamping protrusion 602 is installed on the lower surface of the splicing steel plate 6 corresponding to the position of the steel plate slot 103. The splicing steel plate 6 is clamped with the steel plate slot 103 through the clamping protrusion 602. Inside the splicing steel plate 6, an upper welding perforation 601 is opened corresponding to the position of the joint steel bar 104. The solid square pile 1 includes: a protruding section 2 and a recessed section 3. The protruding section 2 and the recessed section 3 are integrally cast. At one end of the solid square pile 1 away from the steel plate slot 103, an installation joint 4 is installed. Inside the installation joint 4, a plug rod 5 is installed. The plug rod 5 is fixedly connected with the installation joint 4 in a meshing manner.

[0025] The working principle of the utility model is as follows: during the casting process, after cutting the overall length of the casting mold, the stirrup 102 is tied and welded outside the longitudinal bar 105. Then, a certain protrusion is left at one end of the stirrup 102 as a whole, and the joint bar 104 is filled at the corresponding position. After injecting concrete into the inside of the formwork, when the solid square pile 1 is integrally formed, a whole special-shaped square pile can be formed by butt-jointing and installing multiple sections of the solid square pile 1, which can reduce the difficulty of hoisting and transportation. When the solid square pile 1 is spliced as a whole, the end of the solid square pile 1 with the steel plate slot 103 is placed face up, and the splicing steel plate 6 is integrally clamped inside the steel plate slot 103 by the clamping protrusion 602. The upper welding perforation 601 inside the splicing steel plate 6 is integrally sleeved outside the joint bar 104. After the joint bar 104 and the splicing steel plate 6 are integrally welded and fixed, the upper solid square pile 1 to be spliced is also welded and fixed by the splicing steel plate 6. After applying an anti-rust coating between the two splicing steel plates 6 and then butting them, the two splicing steel plates 6 are integrally welded. Then, the reinforcing angle steel 7 is placed at the position of the angle steel slot 101 outside the two assembled solid square piles 1 as a whole. After the stirrup 102 is clamped into the side welding perforation 701, the reinforcing angle steel 7 and the stirrup 102 are welded again, which can ensure the joint strength and flatness of the two butt-jointed solid square piles 1.

[0026] It should be noted that in this text, relational terms such as first and second are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any actual relationship or order between these entities or operations. Moreover, the term "comprising", "including" or any other variant thereof is intended to cover non-exclusive inclusion, so that a process, method, article or device comprising a series of elements not only includes those elements, but also includes other elements not expressly listed, or also includes elements inherent to such process, method, article or device.

[0027] Although the embodiments of the present utility model have been shown and described, for those of ordinary skill in the art, it can be understood that various changes, modifications, substitutions and variations can be made to these embodiments without departing from the principle and spirit of the present utility model. The scope of the present utility model is defined by the appended claims and their equivalents.

Claims

1. A spliced variable cross-section special-shaped solid square pile, including a solid square pile (1), characterized in that, One end of the solid square pile (1) is provided with a steel plate slot (103). Above the steel plate slot (103), there is a splicing steel plate (6). At the corner position of the steel plate slot (103), an angle steel slot (101) is provided at the edge of the solid square pile (1). At the position where the angle steel slot (101) penetrates through the solid square pile (1), a stirrup (102) is provided. Outside the angle steel slot (101), a reinforcing angle steel (7) is provided. Inside the reinforcing angle steel (7), side welding perforations (701) are provided corresponding to the position of the stirrup (102). Inside the solid square pile (1) near one end of the angle steel slot (101), a joint steel bar (104) is installed. Inside the solid square pile (1) on the inner side of the stirrup (102), a longitudinal steel bar (105) is installed.

2. The spliced variable cross-section special-shaped solid square pile according to claim 1, characterized in that, On the lower surface of the splicing steel plate (6), clamping protrusions (602) are installed corresponding to the steel plate slot (103). Inside the splicing steel plate (6), upper welding perforations (601) are provided corresponding to the position of the joint steel bar (104).

3. A spliced variable cross-section special-shaped solid square pile according to claim 1, characterized in that, The solid square pile (1) includes a protruding section (2) and a recessed section (3). At one end of the solid square pile (1) away from the steel plate slot (103), an installation joint (4) is installed. Inside the installation joint (4), a plug rod (5) is installed.

4. A spliced variable cross-section special-shaped solid square pile according to claim 1, characterized in that, The reinforcing angle steel (7) is clamped with the angle steel slot (101). The outer diameter dimension length of the stirrup (102) is smaller than the inner diameter dimension length of the side welding perforation (701).

5. A spliced variable cross-section special-shaped solid square pile according to claim 3, characterized in that, The protruding section (2) and the recessed section (3) are integrally cast. The plug rod (5) is meshed and fixedly connected with the installation joint (4).

6. The spliced variable cross-section special-shaped solid square pile according to claim 2, characterized in that, The splicing steel plate (6) is clamped with the steel plate slot (103) through the clamping protrusion (602).

7. A spliced variable cross-section special-shaped solid square pile according to claim 1, characterized in that, The reinforcing angle steel (7) is fixedly welded with the stirrup (102), and the splicing steel plate (6) is fixedly welded with the joint steel bar (104).

8. A spliced variable cross-section special-shaped solid square pile according to claim 1, characterized in that, The stirrup (102) is fixedly welded with the longitudinal steel bar (105).

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