Device for separating steel bars in pile cutting range of cast-in-place pile
By designing a device to separate the steel and concrete to separate the scope of the pile top over irrigation, it is designed in the irrigation pile construction. It solves the problem of bad difficulty protection of concrete and reinforced concrete.
Patent Information
- Application Number
- CN202421126268.5
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-05-22
- Publication Date
- 2025-01-28
- Estimated Expiration
- 2034-05-22
AI Technical Summary
After the pile filling construction, when the pile cutting is super-filled on the pile top, it is difficult to manually or mechanically cut and break concrete, and it is not conducive to the protection of the pile top steel bars.
Design a device, including the positioning ring installed on the vertical main band, the sleeve on the vertical main tendon, and the fixing rings fixed through the nut to separate the steel bars and concrete that is used to separate the overvolutic range of the pile to avoid concrete to avoid concrete Plugs bonding with reinforced bars.
By separating the reinforced and concrete, the intensity of the concrete breakfast of the pile top is reduced, the steel bars are protected by the pile top, and the mechanical cutting process can be supplemented by the mechanical cutting process.
Smart Images
Figure CN222413002U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the field of cast-in-place pile construction, in particular to a device for separating steel bars in a cast-in-place pile cutting range. Background Art
[0002] At present, after the construction of cast-in-place piles, manual breaking or mechanical cutting-assisted breaking is used for the over-cast part of the pile top. The bond between the steel bars and concrete at the top of the pile makes it more difficult to break the concrete. At the same time, the operation method during concrete breaking is not conducive to the protection of the steel bars at the top of the pile. Utility Model Content
[0003] Therefore, in order to solve the above-mentioned shortcomings, the utility model provides a device for separating the steel bars in the cut-off range of bored piles; the device of the present application separates the steel bars and concrete in the over-cast and broken range of the pile top, thereby avoiding the wrapping and bonding between the concrete and the steel bars at the top of the pile, reducing the operating intensity for the subsequent breaking of the concrete at the top of the pile, and at the same time helping to protect the steel bars at the top of the pile.
[0004] The utility model is implemented in this way: a device for separating steel bars in a pile cutting range of a bored pile is constructed, and is characterized in that it comprises a positioning ring installed on the longitudinal main bar, a sleeve sleeved on the longitudinal main bar, and a pressure ring fixed by a nut, the sleeve is located on the positioning ring, and the sleeve is fixed by the positioning ring and the pressure ring.
[0005] Furthermore, the pressure ring includes a first pressure ring and a second pressure ring, and the first pressure ring and the second pressure ring are arranged at different heights.
[0006] Furthermore; the first pressure ring has an annular pressure ring body A, and the pressure ring body A has multiple circular holes A for the steel bars to pass through; the second pressure ring has an annular pressure ring body B, and the pressure ring body B has multiple circular holes B for the steel bars to pass through; the number of circular holes A is greater than the number of circular holes B.
[0007] Furthermore, a connecting thread is opened at the end of the longitudinal main reinforcement, and the pressure ring is fixed with a nut using the connecting thread.
[0008] The utility model has the following advantages: the device of the invention separates the steel bars and concrete in the over-pouring breaking range of the pile top, avoids the concrete and the steel bars at the pile top from being wrapped and bonded, reduces the work intensity for the subsequent breaking of the concrete at the pile top, and is beneficial to protecting the steel bars at the pile top. If mechanical cutting technology is used, cutting can be performed at the bottom of the concrete breaking range and steel wedges can be used, and the pile head can be smoothly peeled off from the steel bars. BRIEF DESCRIPTION OF THE DRAWINGS
[0009] Figure 1 is the corresponding construction structure diagram of this application;
[0010] Figure 2-Figure 3is a schematic diagram of the device corresponding to this application;
[0011] Figure 4-Figure 5 It is a schematic diagram of the first pressure ring in this application;
[0012] Figure 6-Figure 7 It is a schematic diagram of the second pressure ring in this application;
[0013] Figure 8-Figure 9 It is a schematic diagram of a nut in this application;
[0014] Figure 10-11 It is a schematic diagram of the casing in this application;
[0015] Figure 12-13 It is a schematic diagram of the positioning ring in this application.
[0016] Wherein: positioning ring 1, sleeve 2, nut 3, first compression ring 4, compression ring body A4-1, circular hole A4-2; second compression ring 5, compression ring body B5-1, circular hole B5-2, longitudinal main reinforcement 6, pile body 7, over-filled pile body concrete 8. DETAILED DESCRIPTION
[0017] The following will be combined with the attached Figure 1-Figure 13 The utility model is described in detail, and the technical solutions in the embodiments of the utility model are clearly and completely described. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of them. Based on the embodiments of the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.
[0018] The utility model provides a device for separating steel bars in the cut-off range of a cast-in-place pile. Figure 1-Figure 13 As shown, it includes a positioning ring 1 installed on the longitudinal main reinforcement, a sleeve 2 inserted into the longitudinal main reinforcement, and a pressure ring fixed by a nut 3. The sleeve 2 is located on the positioning ring 1, and the sleeve 2 is fixed by the positioning ring 1 and the pressure ring. The steel bars and concrete in the over-pouring and breaking range of the pile top are separated to avoid the adhesion between the concrete and the steel bars at the top of the pile, reduce the work intensity for the subsequent breaking of the concrete at the top of the pile, and at the same time help protect the steel bars at the top of the pile.
[0019] In the present application, the pressing ring includes a first pressing ring 4 and a second pressing ring 5 , and the first pressing ring 4 and the second pressing ring 5 are arranged at different heights.
[0020] In this application, if Figure 4-Figure 5 As shown, the first pressure ring 4 has an annular pressure ring body A4-1, and the pressure ring body A4-1 has a plurality of circular holes A4-2 for the steel bars to pass through; Figure 6-Figure 7As shown, the second pressing ring 5 has an annular pressing ring body B5-1, and the pressing ring body B5-1 is provided with a plurality of circular holes B5-2 for the steel bars to pass through; the number of the circular holes A4-2 is greater than the number of the circular holes B5-2.
[0021] The end of the longitudinal main reinforcement 6 is provided with a connecting thread, and the compression ring is fixed with a nut 3 by using the connecting thread.
[0022] The following is an explanation of the specific implementation of this application:
[0023] At the stirrup position on the top of the pile body reinforcement cage, install the positioning ring 1 on the longitudinal main reinforcement (insert the positioning ring into the reinforcement), then insert the sleeve 2 into the reinforcement, install the compression ring, and finally fix the compression ring with the nut 3.
[0024] The sleeve 2 is fixed by the positioning ring 1 and the pressure ring.
[0025] The longitudinal main reinforcement 6 of the pile body utilizes the connection thread mouth to fix the compression ring with a nut. After the over-cast concrete is broken, the compression ring, the sleeve, and the gasket can all be recycled and reused.
[0026] Because the longitudinal main reinforcement of the pile body needs to be separately set up with joints, two compression rings are set at different heights.
[0027] The device of the present invention separates the steel bars and concrete in the over-pouring breaking range of the pile top, avoiding the adhesion between the concrete and the steel bars at the pile top, reducing the work intensity of the subsequent breaking of the concrete at the pile top, and at the same time protecting the steel bars at the pile top. If mechanical cutting technology is used, cutting can be performed at the bottom of the concrete breaking range and steel wedges can be used, and the pile head can be smoothly peeled off from the steel bars.
[0028] The above description of the disclosed embodiments enables those skilled in the art to implement or use the present invention. Various modifications to these embodiments will be apparent to those skilled in the art, and the general principles defined herein may be implemented in other embodiments without departing from the spirit or scope of the present invention. Therefore, the present invention will not be limited to the embodiments shown herein, but will conform to the widest scope consistent with the principles and novel features disclosed herein.
Claims
1. A device for separating steel bars in the cut-off range of a cast-in-place pile, characterized in that; It comprises a positioning ring (1) installed on the longitudinal main rib (6), a sleeve (2) inserted into the longitudinal main rib (6), and a pressure ring fixed by a nut (3), wherein the sleeve (2) is located on the positioning ring (1), and the sleeve (2) is fixed by the positioning ring (1) and the pressure ring; The pressure ring comprises a first pressure ring (4) and a second pressure ring (5), wherein the first pressure ring (4) and the second pressure ring (5) are arranged at different heights; the first pressure ring (4) comprises an annular pressure ring body A (4-1), wherein the pressure ring body A (4-1) is provided with a plurality of circular holes A (4-2) for steel bars to pass through; the second pressure ring (5) comprises an annular pressure ring body B (5-1), wherein the pressure ring body B (5-1) is provided with a plurality of circular holes B (5-2) for steel bars to pass through; and the number of the circular holes A (4-2) is greater than the number of the circular holes B (5-2).
2. A device for separating steel bars in the cut-off range of a cast-in-place pile according to claim 1, characterized in that: The end of the longitudinal main rib (6) is provided with a connecting thread opening, and the compression ring is fixed with a nut (3) by utilizing the connecting thread opening.