Auxiliary anti-pulling pile guide pipe under load box guide rib arrangement node

Abstract

The utility model discloses a kind of auxiliary anti-pulling pile guide pipe load box guiding rib arrangement node, including sliding anti-pulling pile, the pile base bottom position of anti-pulling pile is equipped with load box, the inside of the radial port of load box is evenly equipped with multiple guiding ribs along radial, multiple guiding ribs are set in one-to-one correspondence with the main reinforcement of reinforcement cage, the first end of multiple guiding ribs is fixed with the inside of the radial port of load box respectively and bending extends to the direction of the center of circle close to radial port to form first bending end, second end is fixedly connected with corresponding main reinforcement respectively, and the first bending end of multiple guiding ribs is enclosed to form guide pipe hole for anti-pulling pile guide pipe to be placed and pass through, the utility model concrete guide pipe can be directly passed through the radial port of load box along guiding rib arrangement, avoid subsequent adjustment, simultaneously, guiding rib is connected with reinforcement cage main reinforcement and load box, play the role of reinforcing load box, avoid guide pipe connection position and load box jam in the process of guide pipe removal, have certain popularization value.

Description

Technical Field

[0001] This utility model relates to the field of building construction, and in particular to a node for arranging guide bars for lowering the load box of an auxiliary anti-uplift pile guide tube. Background Technology

[0002] The main working mechanism of tension piles is to resist axial tensile force through the friction between the pile and the soil. Piles that withstand vertical uplift are called tension piles. Tension piles are widely used in anti-buoyancy systems for large basements, anti-uplift systems for tall buildings and structures, and anchor pile foundations in static load test piles. In areas with high groundwater levels, when the load of the superstructure cannot balance the buoyancy of the groundwater, the structure as a whole or in parts will be subjected to upward buoyancy. Tension piles must be installed in basement structures of buildings.

[0003] In existing methods for constructing tension piles, a pull-out test is required during construction to check whether the tension performance of the tension pile meets the requirements. A load cell is set at the bottom of the pile foundation. However, during the concrete pouring process, the concrete duct is prone to jamming at the opening of the load cell. At the same time, the tension pile load cell is located underwater, and the actual situation of the duct and the opening of the load cell cannot be observed from above. Therefore, it is difficult to adjust the duct from the ground. Utility Model Content

[0004] The purpose of this utility model is to overcome the defects of the prior art and provide a node for arranging guide bars for lowering the load box of the anti-tension pile guide pipe, so as to solve the problems of the guide pipe getting stuck at the diameter of the load box during the concrete pouring process and the difficulty in adjusting the position of the guide pipe after passing through the diameter of the load box.

[0005] To achieve the above technical effects, this utility model provides a node for arranging guide bars for lowering the load box of an auxiliary anti-tension pile guide pipe, which includes:

[0006] The tensile pile has a load cell at the bottom of the pile foundation. Multiple guide bars are evenly arranged radially on the inner side of the diameter of the load cell. The multiple guide bars are arranged one-to-one with the main bars of the tensile pile reinforcement cage. The first end of the multiple guide bars is fixed to the inner side of the diameter of the load cell and bends and extends towards the center of the diameter to form a first bend end. The second end is fixedly connected to the corresponding main bar. The first bend ends of the multiple guide bars form a guide hole for the tensile pile guide pipe to be lowered and pass through.

[0007] Preferably, the angle between the surface of the load box and the axial direction of the guide rib is 60°.

[0008] Preferably, the first bent end is arranged parallel to the surface of the load box.

[0009] Preferably, the second end of the guide rib bends and extends in a direction away from the load box to form a second bent end, the second bent end being arranged parallel to the main rib and used for fixed connection with the main rib.

[0010] Preferably, an L-shaped reinforcing rib is fixedly connected between the surface of the load cell and each of the main reinforcing bars.

[0011] The technical effects achieved by this utility model due to the adoption of the above technical solution are as follows:

[0012] 1) The concrete guide pipe can be laid straight through the opening of the load box along the guide bar to avoid subsequent adjustments.

[0013] 2) The guide bars are connected to the main bars of the steel cage and the load box to reinforce the load box.

[0014] 3) To achieve control over the thickness of the protective layer of tie bars for masonry infill walls of different thicknesses;

[0015] 4) Avoid jamming between the conduit connection and the load box during the removal of the conduit. Attached Figure Description

[0016] To more clearly illustrate the technical solutions in the embodiments of this utility model, the drawings used in the description of the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments of this utility model. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0017] Figure 1 This is a schematic diagram of the arrangement of guide bars for the lowering of the load box of the auxiliary anti-pull-out pile guide pipe in an embodiment of this utility model.

[0018] Figure 2 This is a cross-sectional schematic diagram of the reinforcing cage in an embodiment of this utility model.

[0019] The correspondence between the numbers in the attached diagram is as follows:

[0020] 1- Pull-out pile; 11- Main reinforcement; 2- Load cell; 3- Guide reinforcement; 31- First bend end; 32- Second bend end; 4- L-shaped reinforcing bar; 5- Pipe hole. Detailed Implementation

[0021] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0022] Please see Figure 1 and Figure 2 As shown, this utility model embodiment provides a node for arranging guide bars for lowering the load box of an anti-tension pile guide tube. It includes an anti-tension pile 1, a load box 2 at the bottom of the pile foundation of the anti-tension pile 1, and a plurality of guide bars 3 are evenly arranged radially on the inner side of the diameter of the load box 2. The plurality of guide bars 3 are arranged one-to-one with the main bars 11 of the anti-tension pile reinforcement cage. The first ends of the plurality of guide bars 3 are respectively fixed to the inner side of the diameter of the load box 2 and bend and extend towards the center of the diameter to form a first bent end 31. The second ends are respectively fixedly connected to the corresponding main bars 11, and the first bent ends 31 of the plurality of guide bars 3 surround to form a guide tube hole 5 for the anti-tension pile 1 guide tube to be lowered and pass through.

[0023] Furthermore, in this embodiment, the angle between the surface of the load cell 2 and the axial direction of the guide rib 3 is 60°, and the first bent end 31 is arranged parallel to the surface of the load cell 2. Preferably, the second end of the guide rib 3 bends and extends in a direction away from the load cell 2 to form a second bent end 32, which is arranged parallel to the main rib and is used for fixed connection with the main rib 11.

[0024] It should be noted that in this embodiment, the upper and lower surfaces of the load box 2 are connected to the main reinforcement 11 with guide bars 3. In this embodiment, the guide bars 2 are made of plain round steel bars with a specification parameter of φ18. The first bent end 31 and the second bent end 32 of the guide bars 3 are both satisfied with single-sided lap welding 10d. In addition, the upper and lower surfaces of the load box 2 are fixedly connected to each corresponding main reinforcement 11 with L-shaped reinforcing bars 4.

[0025] All parts not described in this utility model are the same as or can be implemented using existing technology. Although embodiments of this 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 to these embodiments without departing from the principles and spirit of this utility model, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A node for arranging guide bars for lowering the load box of an auxiliary anti-tension pile guide pipe, characterized in that, The system includes an anti-tension pile, wherein a load cell is provided at the bottom of the pile foundation. Multiple guide bars are evenly arranged radially on the inner side of the diameter of the load cell. The multiple guide bars are arranged one-to-one with the main bars of the anti-tension pile reinforcement cage. The first ends of the multiple guide bars are respectively fixed to the inner side of the diameter of the load cell and bend and extend towards the center of the diameter to form a first bend end. The second ends are respectively fixedly connected to the corresponding main bars. The first bend ends of the multiple guide bars surround and form a guide hole for the anti-tension pile guide pipe to be lowered and pass through.

2. The guide bar arrangement node for the auxiliary anti-tension pile guide tube lowering load box as described in claim 1, characterized in that: The angle between the surface of the load cell and the axis of the guide rib is 60°.

3. The guide bar arrangement node for the auxiliary anti-tension pile guide tube lowering load box as described in claim 1, characterized in that: The first bent end is arranged parallel to the surface of the load box.

4. The guide bar arrangement node for the auxiliary anti-tension pile guide pipe lowering load box as described in claim 1, characterized in that: The second end of the guide rib bends and extends in the direction away from the load box to form a second bent end. The second bent end is arranged parallel to the main rib and is used to fix it to the main rib.

5. The guide bar arrangement node for the auxiliary anti-tension pile guide pipe lowering load box as described in claim 1, characterized in that: L-shaped reinforcing bars are fixedly connected between the surface of the load cell and each of the main reinforcing bars.

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