Building pile for building

Abstract

The utility model relates to the technical field of building engineering, in particular to a building pile for a building. The building pile for the building is stable and accurate in installation. The building pile comprises a building pile body, positioning protruding blocks, rubber sleeves and the like, at least one set of positioning protruding blocks are symmetrically arranged on the outer side wall of the building pile body, the rubber sleeves are arranged at the positions, close to the positioning protruding blocks, of the building pile body, and flow guide holes communicated with the interiors of the rubber sleeves are formed in the building pile body. Through the adjusting function of the limiting ring frame, the lowering height of the building pile can be conveniently and uniformly adjusted, and the construction flexibility and precision can be improved; and concrete flows into the rubber sleeve through the flow guide hole, so that the solidified concrete and the positioning convex block can jointly form a limiting clamping ring, the situation that the building pile sinks can be effectively prevented, it can be ensured that the building pile is firmly fixed in the foundation pit, and the overall quality of building engineering is improved.

Description

Technical Field

[0001] The utility model relates to the technical field of construction engineering, in particular to a building pile for construction. Background Art

[0002] Construction piles can be roughly divided into two types: cast-in-place construction piles and hollow concrete construction piles. For cast-in-place construction piles, a steel skeleton is placed in a pre-drilled hole, and then concrete is poured in the hole. After the concrete solidifies, a construction pile is formed. The installation process is too cumbersome. For hollow concrete construction, prefabricated hollow concrete construction piles are driven directly into the ground, and then concrete is poured inside the hollow concrete construction piles to form construction piles.

[0003] Traditional methods of installing construction piles usually involve complex positioning and fixing processes, which are prone to deviations, causing the construction piles to sink or shift, affecting the quality of the building. In addition, traditional installation methods are inefficient and cannot meet the needs of modern construction projects for efficient and precise construction.

[0004] Therefore, it is of great significance to develop a technology that can improve the installation accuracy and efficiency of construction piles. Utility Model Content

[0005] In order to overcome the shortcomings of existing building piles that are prone to deviation and sinking during the lowering and installation process, the technical problem to be solved is to provide a building pile for construction that is stably and accurately installed.

[0006] The technical solution of the utility model is: a building pile for construction, including a building pile and a lifting ring, and also including a positioning protrusion, a rubber sleeve and a limit adjustment component. The upper inner part of the building pile is provided with a lifting ring at intervals along the circumferential direction, and the outer side wall of the building pile is symmetrically provided with at least one group of positioning protrusions. The building pile is respectively provided with rubber sleeves near the positioning protrusions, and the building pile is provided with a guide hole connected with the inside of the rubber sleeve. The upper side of the building pile is provided with a limit adjustment component for controlling the lowering height thereof.

[0007] Furthermore, the limit adjustment assembly includes a limit ring frame and an adjustment bolt, and adjustment holes are arranged at intervals along the axial direction and the circumferential direction on the upper side of the building pile, and the limit ring frame is assembled on the adjustment hole through the adjustment bolt.

[0008] Furthermore, the positioning protrusion and the rubber sleeve are maintained at the same horizontal position.

[0009] Furthermore, it also includes a positioning component, which includes a positioning base, a positioning ring and an insertion rod. A positioning ring is provided in the middle of the positioning base for vertically guiding the building pile when it is lowered, and the positioning ring is a truncated cone-shaped structure that is wide at the top and narrow at the bottom. Insertion rods are inserted at circumferential intervals on the positioning base.

[0010] Furthermore, a knocking portion is provided at the upper end of each of the insertion rods.

[0011] Furthermore, it also includes limiting ring blocks, and the limiting ring blocks are distributed at intervals along the axial direction on the inner side of the building pile.

[0012] Beneficial effects: 1. The adjustment function of the limit ring frame makes it possible to easily and uniformly adjust the lowering height of the construction piles, which is beneficial to improving the flexibility and accuracy of the construction; and the concrete flows into the rubber sleeve through the diversion hole, so that the solidified concrete can form a limit clamp ring with the positioning protrusion, thereby effectively preventing the construction piles from sinking, ensuring that the construction piles are firmly fixed in the foundation pit, and is beneficial to improving the overall quality of the construction project.

[0013] 2. By using the positioning base and positioning ring, the construction piles can be accurately aligned with the pit mouth of the foundation pit, which is conducive to ensuring the accuracy of the construction pile lowering process; by inserting the insertion rod into the positioning base, the stability of the positioning base can be enhanced, so that the construction piles can be quickly and accurately lowered to the predetermined position, which is conducive to improving construction efficiency. BRIEF DESCRIPTION OF THE DRAWINGS

[0014] Figure 1 It is a three-dimensional structural schematic diagram of the utility model.

[0015] Figure 2 It is a partial three-dimensional structural schematic diagram of the utility model.

[0016] Figure 3 It is a cross-sectional view of the utility model.

[0017] Figure 4 It is a schematic diagram of the three-dimensional structure of the limiting ring block of the utility model.

[0018] Figure 5 It is a three-dimensional structural schematic diagram of the positioning component of the utility model.

[0019] Markings in the figure are: 1-building pile, 2-lifting ring, 3-positioning protrusion, 4-rubber sleeve, 5-limiting ring block, 6-positioning base, 7-positioning sleeve ring, 8-insertion rod, 9-strike part, 10-limiting ring frame, 11-adjusting bolt, 100-adjusting hole, 200-diversion hole. DETAILED DESCRIPTION

[0020] The utility model is further described below in conjunction with the embodiments shown in the accompanying drawings.

[0021] Embodiment 1: A building pile for construction, such as Figure 1-Figure 5As shown, it includes a building pile 1, a lifting ring 2, a positioning protrusion 3, a rubber sleeve 4 and a limit adjustment component. The lifting ring 2 is arranged at intervals along the circumferential direction on the inner upper part of the building pile 1, and two groups of positioning protrusions 3 are symmetrically arranged on the outer wall of the building pile 1, and the number of positioning protrusions 3 in each group is two. Rubber sleeves 4 are respectively arranged near the positioning protrusions 3 on the building pile 1, and the positioning protrusions 3 and the rubber sleeves 4 are maintained at the same horizontal position. A guide hole 200 connected with the inside of the rubber sleeve 4 is opened on the building pile 1. When the poured concrete is introduced into the rubber sleeve 4 and solidified, a limit clamp ring is formed between the rubber sleeve 4 and the positioning protrusion 3 to prevent the building pile 1 from sinking, which is beneficial to improve the quality of the construction project; a limit adjustment component is arranged on the upper side of the building pile 1.

[0022] Further, such as Figure 1-Figure 3 As shown, the limit adjustment component includes a limit ring frame 10 and an adjustment bolt 11. Adjustment holes 100 are arranged at intervals along the axial and circumferential directions on the upper side of the building pile 1. The limit ring frame 10 is assembled on the adjustment hole 100 through the adjustment bolt 11. The limit adjustment component can conveniently control the lowering height of the building pile 1 so that the heights of different building piles 1 are kept consistent. It also includes a limit ring block 5. The limit ring blocks 5 are distributed at intervals along the axial direction on the inner side of the building pile 1. The limit ring blocks 5 can guide and position the steel skeleton lowered into the building pile 1 to ensure that the steel skeleton can be located in the middle of the building pile 1 without deviation.

[0023] When in use, the construction pile 1 is lowered into the pre-dug foundation pit by hooking the lifting ring 2 with a crane. When the construction pile 1 is at a suitable position, the crane can be controlled to drive the construction pile 1 to rotate about 180 degrees, so that the positioning protrusion 3 can scrape the side wall of the foundation pit, so that the side wall of the foundation pit can reserve an arc-shaped groove that is compatible with the rubber sleeve 4. Subsequently, the position of the limiting ring frame 10 can be adjusted to achieve the purpose of convenient and uniform adjustment of the lowering height of the construction pile 1; after the above operations are completed, the steel bar skeleton can be lowered into the construction pile 1, and the lowered steel bar skeleton can be adjusted by the limiting ring block 5. The reinforcement skeleton is guided and limited to ensure that the reinforcement skeleton is exactly located at the center of the building pile 1. Then, concrete only needs to be injected into the building pile 1. When the building pile 1 is filled with concrete, part of the concrete can be introduced into the rubber sleeve 4 through the diversion hole 200. Then, when the injected concrete solidifies, a limiting clamp ring can be formed through the cooperation of the positioning protrusion 3 and the solidified concrete inside the rubber sleeve 4, so that the completed building piles 1 can be firmly fixed in the foundation pit, thereby effectively preventing the poured building piles 1 from sinking and affecting the quality of the building body.

[0024] Embodiment 2: Based on Embodiment 1, Figure 1 , Figure 3 and Figure 5As shown, it also includes a positioning component, which includes a positioning base 6, a positioning ring 7 and a plug rod 8. A positioning ring 7 is arranged in the middle of the positioning base 6, and the positioning ring 7 is a truncated cone-shaped structure designed to be wide at the top and narrow at the bottom, which is conducive to vertical guidance when the building pile 1 is lowered to ensure the speed and accuracy below the building pile 1, thereby facilitating the improvement of the quality and efficiency of the lowering of the building pile 1; the plug rods 8 are inserted at intervals along the circumferential direction of the positioning base 6, and the upper end of each plug rod 8 is provided with a knocking part 9, which is convenient to use.

[0025] When it is necessary to lower the construction pile 1 into the foundation pit, the positioning base 6 and the positioning ring 7 are aligned with the pit mouth of the foundation pit, and the insertion rod 8 is inserted into the positioning base 6. The knocking part 9 is knocked on by using a corresponding tool so that the insertion rod 8 can position and install the positioning base 6 and the positioning ring 7; in this way, the positioning ring 7 can guide the lowered construction pile 1, which is convenient for accurately and quickly lowering the construction pile 1 into the corresponding foundation pit, which is beneficial to improving the efficiency of lowering the construction pile 1.

[0026] The above embodiments are only for illustrating the technical concept and features of the utility model, and their purpose is to enable people familiar with the technology to understand the content of the utility model and implement it accordingly, and they cannot be used to limit the protection scope of the utility model. Any equivalent changes or modifications made according to the spirit of the utility model should be included in the protection scope of the utility model.

Claims

1. A building pile for construction, comprising a building pile (1) and a lifting ring (2), characterized in that: The invention also comprises a positioning protrusion (3), a rubber sleeve (4) and a limit adjustment component. The upper inner part of the building pile (1) is provided with a lifting ring (2) at intervals along the circumferential direction. The outer wall of the building pile (1) is symmetrically provided with at least one group of positioning protrusions (3). The building pile (1) is provided with a rubber sleeve (4) near the positioning protrusion (3). The building pile (1) is provided with a guide hole (200) connected to the inside of the rubber sleeve (4). The upper side of the building pile (1) is provided with a limit adjustment component for controlling the lowering height thereof.

2. A building pile for construction as claimed in claim 1, characterized in that: The limit adjustment assembly comprises a limit ring frame (10) and an adjustment bolt (11); the upper side of the building pile (1) is provided with adjustment holes (100) at intervals in the axial direction and in the circumferential direction; the limit ring frame (10) is assembled on the adjustment holes (100) via the adjustment bolt (11).

3. A building pile for construction as claimed in claim 1, characterized in that: The positioning protrusion (3) and the rubber sleeve (4) are maintained at the same horizontal position.

4. A building pile for construction as claimed in claim 1, characterized in that: It also includes a positioning assembly, the positioning assembly including a positioning base (6), a positioning collar (7) and an insertion rod (8), the positioning base (6) having a positioning collar (7) in the middle thereof for vertically guiding the building pile (1) when it is lowered, and the positioning collar (7) is designed as a truncated cone structure with a width at the top and a narrowness at the bottom, and the insertion rods (8) are inserted at intervals along the circumferential direction of the upper edge of the positioning base (6).

5. A building pile for construction as claimed in claim 4, characterized in that: A knocking portion (9) is provided at the upper end of each of the insertion rods (8).

6. A building pile for construction as claimed in claim 1, characterized in that: It also comprises limiting ring blocks (5), and the limiting ring blocks (5) are distributed at intervals along the axial direction on the inner side of the building pile (1).

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