Concrete vibration assisting device under condition of dense reinforcing steel bars

Abstract

The utility model relates to the technical field of vibration assisting devices, in particular to a concrete vibration assisting device under the condition of dense steel bars, which comprises an upper auxiliary vibration casing pipe, a lower auxiliary vibration casing pipe is arranged on the lower side of the upper auxiliary vibration casing pipe, and clamping pipes are arranged at the upper end of the upper auxiliary vibration casing pipe and the upper end of the lower auxiliary vibration casing pipe. According to the concrete vibration assisting device under the condition of dense reinforcing steel bars, when vibration is needed, an upper vibration assisting sleeve and a lower vibration assisting sleeve are firstly placed, vibration channels are arranged on inclined planes or places where reinforcing steel bars, prestress or structures are dense at vibration positions, and after concrete is poured and layered by 30 cm, the concrete vibration assisting sleeve and the lower vibration assisting sleeve are arranged; the vibrating rod enters a designated position through the auxiliary vibrating channel to achieve effective vibrating, so that the vibrating device can be suitable for large-angle inclined tower leg concrete vibrating construction and concrete vibrating construction under complex and dense conditions, the concrete vibrating quality is effectively guaranteed, interference to formed steel bars is reduced, and the concrete construction process is effectively guaranteed.

Description

Technical Field

[0001] The utility model relates to the technical field of vibration-assisting devices, in particular to a concrete vibration-assisting device under conditions of dense steel bars. Background Art

[0002] Concrete pouring refers to the process of pouring concrete into a mold until it is plasticized. Concrete needs to be vibrated during the pouring process to make the concrete densely combined and eliminate phenomena such as honeycombed surface of concrete, so as to improve its strength and ensure the quality of concrete components.

[0003] The existing vibrating device is not suitable for the vibrating construction of the concrete of the tower limb inclined at a large angle, and cannot vibrate the concrete well under relatively complex and dense conditions.

[0004] Therefore, a concrete vibrating aid device is needed to improve the above problems under conditions of dense steel bars. Utility Model Content

[0005] The utility model aims to provide a concrete vibrating auxiliary device under the condition of dense steel bars, so as to solve the problems raised in the above background technology.

[0006] In order to achieve the above purpose, the utility model provides the following technical solutions:

[0007] A concrete vibrating device under dense steel bar conditions, comprising an upper auxiliary vibrating sleeve, a lower auxiliary vibrating sleeve is arranged on the lower side of the upper auxiliary vibrating sleeve, a clamping tube is arranged at the upper end of the upper auxiliary vibrating sleeve and the lower auxiliary vibrating sleeve, a fixing hole is opened on the base surface of the clamping tube, and a fixing component is arranged on the outer wall of the upper auxiliary vibrating sleeve and the lower auxiliary vibrating sleeve and on one side close to the lower end;

[0008] The fixing assembly includes a fixing seat, the base surface and the bottom of the fixing seat are provided with through holes, a fixing rod is slidably arranged inside the through hole, a fixing spring is sleeved on the outer wall of the fixing rod and located inside the fixing seat, and a limiting block is arranged on the outer wall of the fixing rod and located in front of the fixing spring.

[0009] As a preferred solution of the utility model, the inner side surface of the fixing seat is fixedly connected to the upper auxiliary vibration sleeve and the lower auxiliary vibration sleeve respectively.

[0010] As a preferred solution of the present invention, the fixing rod is arranged in an "L"-shaped structure.

[0011] As a preferred solution of the present invention, the fixing rod is adapted to correspond to the fixing hole.

[0012] As a preferred solution of the utility model, the upper auxiliary vibrating sleeves and the lower auxiliary vibrating sleeves are provided in multiple groups, and the φ of the upper auxiliary vibrating sleeves and the lower auxiliary vibrating sleeves is 10 cm and the length is 30 cm.

[0013] As a preferred solution of the utility model, the clamping tube is respectively matched with the upper auxiliary vibration sleeve and the lower auxiliary vibration sleeve.

[0014] Compared with the prior art, the beneficial effects of the utility model are:

[0015] In the utility model, by setting up a concrete vibration auxiliary device under conditions of dense steel bars, when vibration is needed, first place the upper auxiliary vibration sleeve and the lower auxiliary vibration sleeve, and arrange the vibration channel on the inclined surface or the place where the steel bars, prestressed steel or structure are dense at the vibration position. After the concrete is poured in layers of 30 cm, the vibrating rod enters the designated position through the auxiliary vibration channel to achieve effective vibration, so that it can be applied to the concrete vibration construction of large-angle inclined tower limbs and the concrete vibration construction under complex and dense conditions, effectively ensuring the quality of concrete vibration, reducing the interference with the formed steel bars, and effectively ensuring the concrete construction process. In addition, multiple groups of upper auxiliary vibration sleeves and lower auxiliary vibration sleeves are provided, so that the length can be adjusted according to different pouring heights through fixed components, making it more convenient to use. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] Figure 1 This is the overall front view of the utility model;

[0017] Figure 2 This is an enlarged view of structure A of the utility model;

[0018] Figure 3 This is a structural diagram of the fixed component of the utility model.

[0019] In the figure: 1. upper auxiliary vibrating sleeve; 2. lower auxiliary vibrating sleeve; 3. clamping tube; 4. fixing hole; 5. fixing assembly; 501. fixing seat; 502. through hole; 503. fixing rod; 504. fixing spring; 505. limit block. DETAILED DESCRIPTION

[0020] The technical solutions in the embodiments of the utility model will be clearly and completely described below in conjunction with the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, rather than all of the embodiments. Based on the embodiments of the utility model, all other embodiments obtained by ordinary technicians in this field without making creative work are within the scope of protection of the utility model.

[0021] For examples, see Figure 1-3 , the utility model provides a technical solution:

[0022] A concrete auxiliary vibration device under the condition of dense steel bars, comprising an upper auxiliary vibration sleeve 1, a lower auxiliary vibration sleeve 2 is arranged at the lower side of the upper auxiliary vibration sleeve 1, a clamping tube 3 is arranged at the upper end of the upper auxiliary vibration sleeve 1 and the lower auxiliary vibration sleeve 2, a fixing hole 4 is opened on the base surface of the clamping tube 3, and a fixing component 5 is arranged on the outer wall of the upper auxiliary vibration sleeve 1 and the lower auxiliary vibration sleeve 2 and on one side close to the lower end;

[0023] In this embodiment, please refer to Figure 3 The fixing assembly 5 includes a fixing seat 501, a base surface and a bottom of the fixing seat 501 are provided with a through hole 502, a fixing rod 503 is slidably arranged inside the through hole 502, a fixing spring 504 is sleeved on the outer wall of the fixing rod 503 and located inside the fixing seat 501, and a limiting block 505 is arranged on the outer wall of the fixing rod 503 and located in front of the fixing spring 504.

[0024] Among them, the inner side surfaces of the fixing seat 501 are fixedly connected to the upper auxiliary vibration sleeve 1 and the lower auxiliary vibration sleeve 2 respectively, and the fixing rod 503 is set in an "L"-shaped structure, which is convenient for pulling the fixing rod 503. The fixing rod 503 is adapted to the fixing hole 4 so that the fixing rod 503 can be inserted into the fixing hole 4. There are multiple groups of upper auxiliary vibration sleeves 1 and lower auxiliary vibration sleeves 2, and the φ of the upper auxiliary vibration sleeves 1 and the lower auxiliary vibration sleeves 2 is 10 cm and the length is 30 cm. The clamping tube 3 is adapted to the upper auxiliary vibration sleeve 1 and the lower auxiliary vibration sleeve 2 respectively. By setting the concrete auxiliary vibration device under the condition of dense steel bars, when vibration is needed, the upper auxiliary vibration sleeve 1 is placed first. The tamping sleeve 1 and the lower auxiliary vibration sleeve 2 are arranged with vibration channels on the inclined surface or where the steel bars, prestressed steel or structures are densely packed at the vibration position. After the concrete is poured in layers of 30 cm, the vibrating rod enters the designated position through the auxiliary vibration channel to achieve effective vibration, so that it can be applied to the concrete vibration construction of large-angle inclined tower limbs and the concrete vibration construction under complex and dense conditions, effectively ensuring the quality of concrete vibration, reducing interference with the formed steel bars, and effectively ensuring the concrete construction process. The upper auxiliary vibration sleeve 1 and the lower auxiliary vibration sleeve 2 are provided with multiple groups, so that the length can be adjusted according to the different pouring heights through the fixing component 5, making it more convenient to use.

[0025] The working process of the utility model is as follows: when using the concrete auxiliary vibration device under the condition of dense steel bars, when vibration is needed, first adjust the length according to the needs, when adjusting, clamp the clamping tube 3 on the adjacent auxiliary vibration sleeve, and drive the fixing rod 503 to enter the interior of the fixing hole 4 under the action of the fixing spring 504, so as to connect. When disassembly is required, it is only necessary to pull the fixing rod 503 to the outside of the fixing hole 4, adjust it to the appropriate length according to the needs, and then place the upper auxiliary vibration sleeve 1 and the lower auxiliary vibration sleeve 2, and arrange the vibration channel for the inclined surface or the place where the steel bars, prestressed or structure are dense at the vibration position. After the concrete is poured in layers of 30cm, the vibrating rod enters the designated position through the auxiliary vibration channel to achieve effective vibration, so that it can be applied to the concrete vibration construction of large-angle inclined tower limbs, and is applicable to the concrete vibration construction under complex and dense conditions, effectively ensuring the quality of concrete vibration, reducing the interference with the formed steel bars, and effectively ensuring the concrete construction process.

[0026] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A concrete vibrating device under conditions of dense reinforcement, comprising an upper auxiliary vibrating sleeve (1), characterized in that: A lower auxiliary vibration sleeve (2) is arranged at the lower side of the upper auxiliary vibration sleeve (1), a clamping tube (3) is arranged at the upper end of each of the upper auxiliary vibration sleeve (1) and the lower auxiliary vibration sleeve (2), a fixing hole (4) is provided on the base surface of the clamping tube (3), and a fixing component (5) is arranged on the outer wall of the upper auxiliary vibration sleeve (1) and the lower auxiliary vibration sleeve (2) and on one side close to the lower end; The fixing assembly (5) comprises a fixing seat (501), a through hole (502) is provided on the base surface and the bottom of the fixing seat (501), a fixing rod (503) is slidably arranged inside the through hole (502), a fixing spring (504) is sleeved on the outer wall of the fixing rod (503) and located inside the fixing seat (501), and a limiting block (505) is provided on the outer wall of the fixing rod (503) and located in front of the fixing spring (504).

2. The concrete vibrating device under dense steel bar conditions according to claim 1, characterized in that: The inner side surface of the fixing seat (501) is fixedly connected to the upper auxiliary vibration sleeve (1) and the lower auxiliary vibration sleeve (2) respectively.

3. The concrete vibrating device under dense steel bar conditions according to claim 1, characterized in that: The fixing rod (503) is arranged in an "L"-shaped structure.

4. The concrete vibrating device under dense steel bar conditions according to claim 1, characterized in that: The fixing rod (503) is adapted to correspond to the fixing hole (4).

5. The concrete vibrating device under dense steel bar conditions according to claim 1, characterized in that: The upper auxiliary vibration sleeve (1) and the lower auxiliary vibration sleeve (2) are provided in multiple groups, and the diameter of the upper auxiliary vibration sleeve (1) and the lower auxiliary vibration sleeve (2) is 10 cm and the length is 30 cm.

6. The concrete vibrating aid device under dense steel bar conditions according to claim 1, characterized in that: The clamping tube (3) is respectively configured to match the upper auxiliary vibration sleeve (1) and the lower auxiliary vibration sleeve (2).

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