Pile foundation reinforcement cage temporary fixing device with buckles

By using a temporary fixing device for pile foundation reinforcement cages with clips, and by combining serrated grooves and clip baffles, the problem of unstable fixing during the connection of deep hole pile foundation reinforcement cages was solved, thereby improving the safety and efficiency of construction.

CN223867242UActive Publication Date: 2026-02-03CHINA RAILWAY SIXTH GROUP CO LTD +1
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Patent Information

Application Number
CN202520170550.1
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-01-25
Publication Date
2026-02-03
Estimated Expiration
2035-01-25

AI Technical Summary

Technical Problem

In the existing technology, the connection process of deep hole pile foundation steel cages is inconvenient and inefficient, and the fixing device is prone to slippage, which can cause the steel cage to fall or tilt.

Method used

A temporary fixing device for pile foundation reinforcement cages with snap-fit ​​mechanisms is adopted, including a frame, snap-fit ​​device chamber, snap-fit ​​baffle, and telescopic arm. The telescopic arm is fixed in place by the cooperation of the serrated slot and the snap-fit ​​baffle.

Benefits of technology

This improved the safety and construction efficiency of the rebar cage connection, prevented the rebar cage from falling or tilting, and ensured the smooth progress of construction.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses a temporary pile foundation reinforcement cage fixing device with buckles, and relates to the technical field of pile foundation construction. Comprising a framework, triangular platform reinforcing steel plates, buckle device box chambers, buckle baffles and telescopic arms, the triangular platform reinforcing steel plates are fixedly arranged at the four corners of the framework, the buckle device box chambers are fixedly arranged on the triangular platform reinforcing steel plates at the top of the framework, and openings are formed in the tops of the buckle device box chambers; a sliding groove is formed in the length direction of the buckle device box chamber, the buckle baffle is rotationally arranged at an opening in the top of the buckle device box chamber, the telescopic arm is arranged at the sliding groove in a sliding mode, the bottom of the telescopic arm makes contact with the top face of the triangular platform reinforcing steel plate, and a sawtooth-shaped clamping groove matched with the buckle baffle is formed in the top of the telescopic arm. The telescopic arm is simple in structure and low in implementation cost, the problem that the telescopic arm shrinks or slides under the action of the reinforcement cage in the prior art is solved, the problems that the reinforcement cage falls and inclines are effectively prevented, and construction safety is ensured.
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Description

TECHNICAL FIELD

[0001] The utility model relates to the technical field of pile foundation construction, and particularly relates to a pile foundation reinforcement cage temporary fixing device with buckles. BACKGROUND

[0002] With the development demand of the building industry and transportation in China, more and more deep hole pile foundations need to be constructed. The deep hole pile foundation is affected by the manufacture, transportation, hoisting and surrounding environment of the reinforcement cage, resulting in the need for segmented assembly of the deep hole pile foundation reinforcement cage. The reinforcement cage that has been lowered into the hole needs to be temporarily fixed during the reinforcement cage assembly. After the upper and lower segments of the reinforcement cage are connected, the lower reinforcement cage is continued to be lowered until the design requirement depth is reached.

[0003] In the prior art, two thick steel pipes are usually used to connect the upper and lower segments of the reinforcement cage. The two ends of the steel pipes cross the reinforcement cage and are supported on the casing. If the geology under the casing is poor, a support pad needs to be added outside the steel pipe to support the steel pipe. This method is not convenient to operate. Because the reinforcement cage is heavy, the casing is easily pressed into the ground. In addition, the steel pipe is easily deformed under the action of the reinforcement cage, and there is a risk of the reinforcement cage falling into the hole. There is also a method of using a solid steel rod. However, the solid steel rod is heavy, and when a large-diameter pile foundation is encountered, multiple people are needed to install and remove it. There is a risk of the steel rod falling into the hole, and there are problems of inconvenience and low efficiency in construction. Although some reinforcement cage fixing devices exist in the prior art, they do not have buckle devices. The telescopic arm slides during the construction process, resulting in problems such as the reinforcement cage falling and tilting. Therefore, there is an urgent need to design a temporary fixing device with buckles for fixing the pile foundation reinforcement cage. UTILITY MODEL CONTENTS

[0004] The utility model mainly aims at providing a pile foundation reinforcement cage temporary fixing device with buckles to overcome the problems in the prior art.

[0005] To solve the above technical problems, the utility model adopts the following technical scheme:

[0006] A pile foundation reinforcement cage temporary fixing device with buckles, comprising a framework, a triangular platform reinforcing steel plate, a buckle device box chamber, a buckle baffle and a telescopic arm, the triangular platform reinforcing steel plate is fixedly arranged at the four corner positions of the framework, the buckle device box chamber is fixedly arranged on the triangular platform reinforcing steel plate at the top of the framework, the top of the buckle device box chamber is provided with an opening, the length direction of the buckle device box chamber is provided with a sliding groove, the buckle baffle is rotationally arranged at the top opening of the buckle device box chamber, the telescopic arm is slidingly arranged at the sliding groove, the bottom of the telescopic arm is in contact with the top surface of the triangular platform reinforcing steel plate, and the top of the telescopic arm is provided with a sawtooth-shaped clamping groove matched with the buckle baffle.

[0007] Further, the framework adopts I-shaped steel girder.

[0008] Further, the number of the triangular platform reinforcing steel plates is eight, and one triangular platform reinforcing steel plate is welded on the top and the bottom of each right-angle connecting portion of the I-shaped steel girder respectively.

[0009] Further, the telescopic arm is provided with a push-pull ring at the end away from the center position of the I-shaped steel girder.

[0010] Further, the triangular platform reinforcing steel plate on the top of the I-shaped steel girder is provided with an lifting lug.

[0011] Compared with the prior art, the device has the following beneficial effects:

[0012] In the steel reinforcement cage connection construction process, the sawtooth-shaped clamping groove on the buckle baffle and the telescopic arm is matched to avoid the telescopic arm retraction sliding phenomenon in the construction process,

[0013] The telescopic arm can ensure that the telescopic arm extension length is not shortened and will not slide, so that the steel reinforcement cage that has entered the hole will not fall, skew and other problems, and the steel reinforcement cage connection is more secure. BRIEF DESCRIPTION OF DRAWINGS

[0014] Figure 1 It is the overall structure schematic view of the utility model.

[0015] Figure 2 It is the top view of the buckle device box chamber, buckle baffle and telescopic arm after assembly of the utility model.

[0016] Figure 3 It is the sectional view of the buckle device box chamber, buckle baffle and telescopic arm after assembly of the utility model.

[0017] Figure 4 It is the side view of the buckle device box chamber, buckle baffle and telescopic arm after assembly of the utility model.

[0018] Mark explanation: framework 1, triangular platform reinforcing steel plate 2, buckle device box chamber 3, buckle baffle 4, telescopic arm 5, push-pull ring 6, lifting lug 7. DETAILED DESCRIPTION

[0019] The technical scheme of the utility model is further described below by means of the drawings and examples.

[0020] Combined Figures 1 to 4The embodiment provides a pile foundation reinforcement cage temporary fixing device with buckles, which comprises a framework 1, triangular platform reinforcing steel plates 2, buckle device box chambers 3, buckle stop plates 4 and telescopic arms 5, the triangular platform reinforcing steel plates 2 are fixedly arranged at four corner positions of the framework 1, the buckle device box chambers 3 are fixedly arranged on the triangular platform reinforcing steel plates 2 at the top of the framework 1, the top of the buckle device box chamber 3 is provided with an opening, the length direction of the buckle device box chamber 3 is provided with a sliding groove, the buckle stop plate 4 is rotationally arranged at the top opening of the buckle device box chamber 3, the telescopic arm 5 is slidingly arranged at the sliding groove, the bottom of the telescopic arm 5 is in contact with the top surface of the triangular platform reinforcing steel plate 2, and the top of the telescopic arm 5 is provided with a sawtooth-shaped buckle groove matched with the buckle stop plate 4.

[0021] The device can be used for temporary fixing in the process of connecting pile foundation reinforcement cages with various diameters, improves the efficiency of pile foundation construction, has simple structure and low implementation cost, can solve the problems of telescopic arm shrinkage and sliding under the action of the reinforcement cage, effectively prevents the problems of reinforcement cage falling and tilting, and ensures construction safety.

[0022] Specifically, the device is suitable for various types and diameters of pile foundations, and is particularly suitable for connecting large-diameter and deep-hole pile foundation reinforcement cages.

[0023] In the embodiment, the framework 1 adopts an I-beam. Specifically, the number of the triangular platform reinforcing steel plates 2 is eight, and one triangular platform reinforcing steel plate 2 is welded at the top and the bottom of each right-angle connecting position of the I-beam.

[0024] By adopting the scheme, the triangular platform reinforcing steel plates 2 at the bottom can increase the contact area with the ground and reduce the ground pressure caused by the reinforcement cage; and the triangular platform reinforcing steel plates 2 at the top serve as welding platforms of the buckle device box chambers 3.

[0025] In the embodiment, the end of the telescopic arm 5 away from the center position of the I-beam is provided with a push-pull ring 6, and the triangular platform reinforcing steel plate 2 at the top of the I-beam is provided with a lifting lug 7.

[0026] By adopting the scheme, the push-pull ring 6 facilitates the control of the telescopic arm to be elongated and shortened; and the lifting lug facilitates the installation and hoisting of the device.

[0027] In this embodiment, the buckle device box chamber 3 is welded on the triangular platform reinforcing steel plate 2 on the top, providing a basis for the installation, limiting and buckle baffle installation of the telescopic arm, and conducting the force of the telescopic arm to the triangular platform reinforcing steel plate 2 and the I-beam girder. A freely rotatable buckle baffle is arranged on the top of the buckle device box chamber 3 for buckling the telescopic arm; the telescopic arm is provided with sawtooth-shaped clamping grooves on the top to facilitate the fixation of the buckle baffle; during the construction of the reinforcement cage connection, the extension length of the telescopic arm is ensured not to be shortened and to slide, so that the reinforcement cage that has entered the hole will not fall, skew and other problems, and the reinforcement cage connection is more secure.

[0028] Now taking the reinforcement cage connection of a pile foundation of an engineering project as an example for description:

[0029] The hole diameters of the pile foundation of the engineering project are 1 m, 1.5 m and 2 m, etc. Since the pile foundation reinforcement cage processing site is far away from the construction site, the reinforcement cage needs to be made and installed in sections due to the influence of the transportation of the reinforcement cage, the upper and lower sections of the reinforcement cage are connected by welding, and the temporary fixation of the lower section of the reinforcement cage uses the device of the embodiment, as shown in FIG. 1, and the use steps are as follows: Figure 1

[0030] 1) Before hoisting the pile foundation reinforcement cage, the device is hoisted into place through the lifting lug 7, and the triangular platform reinforcing steel plate 2 below is ensured to be flat and solid;

[0031] 2) The first section of the pile foundation reinforcement cage is lowered, and after being lowered to the specified position, the telescopic arm 5 is inserted into the reinforcement cage through the push-pull ring 6, and the buckle baffle 4 on the buckle device box chamber 3 is buckled into the sawtooth-shaped clamping groove on the telescopic arm 5;

[0032] 3) Pile foundation reinforcement cage connection construction;

[0033] 4) The buckle baffle 4 on the buckle device box chamber 3 is taken out of the sawtooth-shaped clamping groove on the telescopic arm 5, and the telescopic arm 5 is pulled out to the outside of the reinforcement cage through the push-pull ring 6;

[0034] 5) The pile foundation reinforcement cage is in place, and the concrete is poured;

[0035] 6) The device is moved to other pile foundations for repeated use through the lifting lug.

[0036] The above is only a preferred embodiment of the present application, and does not limit the technical scope of the present application, so any slight modification, equivalent change and modification made according to the technical essence of the present application to the above embodiment still belongs to the scope of the technical solution of the present application.​

Claims

1. A temporary fixing device for pile foundation reinforcement cages with snap-fit ​​mechanisms, characterized in that, The device includes a frame (1), a triangular platform reinforcing steel plate (2), a buckle device chamber (3), a buckle baffle (4), and a telescopic arm (5). The triangular platform reinforcing steel plate (2) is fixedly installed at the four corners of the frame (1). The buckle device chamber (3) is fixedly installed on the triangular platform reinforcing steel plate (2) at the top of the frame (1). The top of the buckle device chamber (3) has an opening. The buckle device chamber (3) has a sliding groove along its length. The buckle baffle (4) is rotatably installed at the top opening of the buckle device chamber (3). The telescopic arm (5) is slidably installed at the sliding groove. The bottom of the telescopic arm (5) contacts the top surface of the triangular platform reinforcing steel plate (2). The top of the telescopic arm (5) has a serrated buckle groove that cooperates with the buckle baffle (4).

2. The temporary fixing device for pile foundation reinforcement cage with buckle as described in claim 1, characterized in that, The frame (1) is made of I-beam main beam.

3. A temporary fixing device for pile foundation reinforcement cage with a buckle as described in claim 2, characterized in that, The number of the triangular platform reinforcing steel plates (2) is eight, and one of the triangular platform reinforcing steel plates (2) is welded to the top and bottom of each right-angle connection of the I-beam main beam.

4. A temporary fixing device for pile foundation reinforcement cage with a buckle as described in claim 2, characterized in that, The telescopic arm (5) is provided with a push-pull ring (6) at one end away from the center of the I-beam main beam.

5. A temporary fixing device for pile foundation reinforcement cage with a buckle as described in claim 3, characterized in that, Lifting lugs (7) are provided on the triangular platform reinforcing steel plate (2) located at the top of the I-beam main beam.