Installation anti-deviation structure of concrete embedded part

Abstract

The utility model discloses an installation anti-deviation structure of a concrete embedded part, and belongs to the technical field of concrete embedded parts. The device comprises a center cylinder, the bottom of the center cylinder is provided with a lower butt joint block, the bottom of the lower butt joint block is sleeved with a bottom frame, the center of the top of the bottom frame is provided with a cylinder base, and the periphery of the top of the bottom frame is provided with multiple sets of sealing plate limiting grooves; according to the utility model, the preliminary anti-inclination assembly of the whole concrete embedded part can be realized, the communication port is used for assisting a model consisting of external pouring packaging plates, the internal and external synchronous pouring of the embedded part is formed, the hole phenomenon of the embedded part in the subsequent concrete pouring period is effectively avoided, and the construction efficiency is improved. And internal and external linkage buckle type locking between the embedded part and the external packaging plate can be formed, the closing locking force of the external packaging plate is transmitted to the embedded part through the lower compression plate, overall correction and inclination prevention treatment of the embedded part is achieved, and loose installation of the embedded part is effectively avoided.

Description

Technical Field

[0001] The utility model relates to the technical field of concrete embedded parts, in particular to an installation anti-deviation structure of concrete embedded parts. Background Art

[0002] Concrete embedded parts are a kind of components that are embedded in concrete in advance when pouring concrete components. They are usually made of steel bars or steel plates. Their main function is to provide connection and support for subsequent work after the concrete solidifies. Concrete embedded parts are widely used in the fields of construction, bridges, water conservancy, underground engineering, etc., especially in some important engineering structures, such as buildings, bridges, tunnels, etc., which can play the role of strengthening concrete structures, fixing steel bars, etc., improving the firmness and durability of buildings, and improving construction efficiency;

[0003] In combination with the above content, it should be explained that: during the actual laying and installation process of traditional concrete embedded parts, the shape of the prefabricated parts themselves and the impact of concrete pouring will cause the concrete embedded parts to deviate, loosen or become disjointed at the original installation position, thereby causing the expected reinforcement and strengthening properties of the concrete embedded parts to fail, and there is a problem of affecting the pouring and forming of concrete, resulting in gaps between the poured and piled concrete;

[0004] In view of the above technical defects, a solution is now proposed. Utility Model Content

[0005] The purpose of the utility model is to provide an anti-deviating installation structure for concrete embedded parts, which is used by assisting the central column with the base frame to assist the temporary and quick assembly of the concrete pouring and packaging plate outside the beam body, and at the same time helps to quickly dock and calibrate the central column with the base frame in an upright state, so as to realize the preliminary anti-tilting assembly of the overall concrete embedded parts, and utilizes the connecting port to assist the use of a model composed of the external pouring and packaging plate to constitute synchronous pouring of the inside and outside of the embedded parts, and part of the concrete is pressurized to pass through the central column and the connecting port to realize injection-type filling and pressurization of the hidden holes in the embedded parts, so as to effectively avoid the hole phenomenon in the embedded parts during the subsequent concrete pouring, so as to solve the problem raised.

[0006] The purpose of the utility model can be achieved by the following technical solutions: an anti-deviation structure for installing a concrete embedded part, comprising a central column, a lower docking block is arranged at the bottom of the central column, a bottom of the lower docking block is sleeved with a base frame, a cylinder seat is arranged at the center of the top of the base frame, a plurality of sealing plate limiting grooves are arranged on the outer periphery of the top of the base frame, and a plurality of supporting frames are arranged on the outer peripheral wall of the central column;

[0007] A welding hoop connected to the central column is arranged at the inner center of the support frame, and external sockets are arranged through the corners around the support frame, and an external rod is sleeved inside the external sockets.

[0008] Preferably, an upper docking port is provided on the top of the central column, a connecting port located below each group of support frames is provided on the outer peripheral wall of the central column, and the central column is designed to be hollow.

[0009] Preferably, assembly notches are provided at the corners around the base frame, the sealing plate limiting groove is designed as a long rectangular shape, a plurality of arc-shaped leaks are arranged in a circular array with the cylinder seat as the central axis on the surface of the base frame, and an inner notch is provided on the top of the cylinder seat.

[0010] Preferably, the support frame is designed as a rectangular structure, inner walls of the corners of the support frame are provided with inner reinforcing ribs connected to the welding hoop, and an inclined beam plate connected to the welding hoop is provided at the bottom of the inner reinforcing ribs.

[0011] Preferably, an upper hanging buckle is provided at the top of the outer rod, and the upper hanging buckle is designed as a semi-arc structure. A lower compression plate is welded to the bottom of the outer rod, and the top of the lower compression plate is an arc-shaped thin sheet.

[0012] Beneficial effects of the utility model:

[0013] (1) The utility model uses the base frame to assist the use of the central column to assist the temporary quick assembly and positioning of the external concrete pouring and packaging plate of the beam body, and at the same time helps the central column to be quickly docked and calibrated with the base frame in an upright state, so as to realize the preliminary anti-tilt assembly of the integral concrete embedded parts, and uses the connecting port to assist the use of the model composed of the external pouring and packaging plate to form the synchronous pouring of the inside and outside of the embedded parts, and part of the concrete is pressurized to pass through the central column and the connecting port to realize the injection-type filling and pressurization of the hidden holes of the embedded parts, so as to effectively avoid the hole phenomenon of the embedded parts during the subsequent concrete pouring;

[0014] (2) The utility model uses a supporting frame and an outer rod to assist the central column, and utilizes the support and attachment between the supporting frame and the external concrete pouring encapsulation plate to help the initial quality of the concrete pouring beam model. The upper hook and the lower compression plate contact the inner wall of the concrete pouring encapsulation plate, which can not only form an internal and external linkage snap-on locking between the embedded parts and the external encapsulation plate, but also utilize the closed locking force of the external encapsulation plate to be transmitted to the embedded parts through the lower compression plate, thereby achieving overall correction and anti-tilting treatment of the embedded parts, and effectively avoiding loose installation of the embedded parts. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] The utility model is further described below in conjunction with the accompanying drawings;

[0016] Figure 1It is a three-dimensional diagram of the overall structure of the utility model;

[0017] Figure 2 It is a structural schematic diagram of the chassis of the utility model;

[0018] Figure 3 It is a structural schematic diagram of the central cylinder of the utility model;

[0019] Figure 4 It is a structural schematic diagram of the support frame of the utility model;

[0020] Figure 5 It is a structural schematic diagram of the outer rod of the utility model.

[0021] Legend: 1. Central column; 101. Upper docking port; 102. Connecting port; 103. Lower docking block; 2. Support frame; 201. Internal reinforcement rib; 202. Inclined beam plate; 203. Welding hoop; 204. External plug; 3. External rod; 301. Upper hook; 302. Lower compression plate; 4. Base frame; 401. Sealing plate limit groove; 402. Assembly notch; 403. Arc-shaped leak; 404. Cylinder seat; 405. Internal notch. DETAILED DESCRIPTION

[0022] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in 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.

[0023] Embodiment 1:

[0024] This embodiment is used to solve the problem that during the actual laying and installation process of traditional concrete embedded parts, the shape of the prefabricated parts themselves and the impact force of concrete pouring cause the concrete embedded parts to be offset, loose or disconnected from the original installation position, thereby causing the expected reinforcement and strengthening properties of the concrete embedded parts to fail, and there is a problem that the concrete pouring and molding is affected, resulting in gaps between the poured and piled concrete.

[0025] See also Figure 1 - Figure 5As shown, this embodiment is an anti-deviating structure for installing concrete embedded parts, including a central column 1, a lower docking block 103 is arranged at the bottom of the central column 1, a bottom of the lower docking block 103 is sleeved with a base frame 4, a cylinder seat 404 is arranged at the center of the top of the base frame 4, a plurality of groups of sealing plate limiting grooves 401 are arranged at the outer periphery of the top of the base frame 4, and a plurality of groups of supporting frames 2 are arranged on the outer peripheral wall of the central column 1. When in use, according to the weighing requirements of the beam body, binding steel bars can be added again along the inner wall of the supporting frame 2, the prefabricated and assembled central column 1 is hoisted and erected by external equipment, and the lower docking block 103 is calibrated above the base frame 4 installed at the specified position until the lower docking block 103 is inserted into the inner notch 405, so as to realize the preliminary plug-in erection assembly of the central column 1;

[0026] An upper docking port 101 is provided on the top of the central column 1, and a connecting port 102 located below each group of support frames 2 is provided on the outer peripheral wall of the central column 1. The central column 1 is designed to be hollow, and the bottom of the external packaging plate is slidably connected with the packaging limit groove until the four-sided sealing plate plates are assembled to each other and then locked and closed by external components to form a prefabricated model of the beam body; assembly notches 402 are provided at the corners around the base frame 4, and the sealing plate limit grooves 401 are designed to be long rectangles. The surface of the base frame 4 is provided with a plurality of groups of arc-shaped leaks 403 arranged in a ring array with the cylinder seat 404 as the central axis, and an inner notch 405 is provided on the top of the cylinder seat 404.

[0027] Embodiment 2: The present embodiment is an anti-deviating structure for installing a concrete embedded part, comprising a welding hoop 203 connected to a central column 1 provided at the inner center of a support frame 2, and external sockets 204 are provided at all corners around the support frame 2, and an external rod 3 is sleeved inside the external socket 204. During the closing and locking period of the encapsulation plate, the inner wall of the encapsulation plate contacts the external rod 3, and is connected to the upper fastener on the inner wall of the encapsulation plate through the upper hook 301 to achieve sliding locking. During the period when the external component of the encapsulation plate is locked and closed, the encapsulation plate contacts the lower compression plate 302, causing the lower compression plate 302 to bend inwardly under force, causing the locking force of the encapsulation plate to be transmitted to the central column 1, and the central column 1 is restricted to the inner center of the prefabricated model through the synchronous locking of multiple groups of encapsulation plates;

[0028] The support frame 2 is designed in a rectangular structure. The inner walls of the corners of the support frame 2 are provided with inner reinforcing ribs 201 connected to the welding hoop 203, and the bottom of the inner reinforcing ribs 201 is provided with an inclined beam plate 202 connected to the welding hoop 203;

[0029] The concrete is guided and poured to the top of the precast model of the beam body through external equipment. The concrete flows down along the top of the precast model until the gap between the outside of the central column 1 and the packaging plate is filled. Then part of the concrete is poured along the top of the central column 1 to promote the concrete to be transported downward along the inside of the central column 1. The accumulation pressure of the concrete increased by continuous transportation increases, causing the concrete near the connecting port 102 to overflow, and the area near the bottom of the supporting frame 2 is supplemented. At the same time, the uneven concrete pouring inside the precast model is effectively avoided. An upper hanging buckle 301 is arranged on the top of the outer rod 3. The upper hanging buckle 301 is designed in a semi-arc structure. A lower compression plate 302 is welded to the bottom of the outer rod 3, and the top of the lower compression plate 302 is an arc-shaped thin sheet.

[0030] In combination with Example 1 and Example 2, it is possible to realize the preliminary anti-tilt assembly of the integral concrete embedded parts, utilize the connecting port 102 to assist the use of the model composed of the external pouring packaging plate, thereby forming synchronous pouring of the inside and outside of the embedded parts, and partially pressurizing the concrete to pass through the central column 1 and the connecting port 102, thereby realizing injection-type filling and pressurization of the hidden holes in the embedded parts, thereby effectively avoiding the hole phenomenon in the embedded parts during the subsequent concrete pouring, and forming an internal and external linkage snap-on locking between the embedded parts and the external packaging plate, utilizing the closed locking force of the external packaging plate to be transmitted to the embedded parts through the lower compression plate 302, thereby realizing overall correction and anti-tilt treatment of the embedded parts, thereby effectively avoiding loose installation of the embedded parts.

[0031] The above contents are merely examples and explanations of the structure of the present invention. The technicians in this technical field may make various modifications or additions to the specific embodiments described or replace them in a similar manner. As long as they do not deviate from the structure of the invention or exceed the scope defined by the claims, they should all fall within the protection scope of the present invention.

[0032] In the description of this specification, the description with reference to the terms "one embodiment", "example", "specific example", etc. means that the specific features, structures, materials or characteristics described in conjunction with the embodiment or example are included in at least one embodiment or example of the present invention. In this specification, the schematic representation of the above terms does not necessarily refer to the same embodiment or example. Moreover, the specific features, structures, materials or characteristics described can be combined in any one or more embodiments or examples in a suitable manner.

[0033] The preferred embodiments of the present invention disclosed above are only used to help explain the present invention. The preferred embodiments do not describe all the details in detail, nor do they limit the invention to only specific implementation methods. Obviously, many modifications and changes can be made according to the content of this specification. This specification selects and specifically describes these embodiments in order to better explain the principles and practical applications of the present invention, so that those skilled in the art can understand and use the present invention well. The present invention is limited only by the claims and their full scope and equivalents.

Claims

1. A structure for preventing the installation of concrete embedded parts from deflecting, comprising a central column (1), characterized in that: A lower docking block (103) is arranged at the bottom of the central column (1), a base frame (4) is sleeved at the bottom of the lower docking block (103), a cylinder seat (404) is arranged at the center of the top of the base frame (4), a plurality of groups of sealing plate limiting grooves (401) are arranged on the outer periphery of the top of the base frame (4), and a plurality of groups of supporting frames (2) are arranged on the outer peripheral wall of the central column (1); A welding hoop (203) connected to the central column (1) is arranged at the center of the support frame (2), and external sockets (204) are arranged through the corners of the support frame (2), and an external rod (3) is sleeved inside the external socket (204).

2. The anti-deviation structure for installing a concrete embedded part according to claim 1, characterized in that: An upper docking port (101) is provided at the top of the central column (1), a connecting port (102) located below each group of support frames (2) is provided on the outer peripheral wall of the central column (1), and the central column (1) is designed to be hollow.

3. The anti-deviation structure for installing a concrete embedded part according to claim 1, characterized in that: The base frame (4) is provided with assembly notches (402) at the corners around it, the sealing plate limiting groove (401) is designed to be a long rectangle, the surface of the base frame (4) is provided with a plurality of groups of arc-shaped leaking openings (403) arranged in a circular array with the cartridge seat (404) as the central axis, and the top of the cartridge seat (404) is provided with an inner notch (405).

4. The anti-deviation structure for installing a concrete embedded part according to claim 1, characterized in that: The support frame (2) is designed as a rectangular structure, and inner walls of the corners of the support frame (2) are provided with inner reinforcing ribs (201) connected to the welding hoop (203), and the bottom of the inner reinforcing ribs (201) is provided with an inclined beam plate (202) connected to the welding hoop (203).

5. The anti-deviation structure for installing a concrete embedded part according to claim 1, characterized in that: An upper hanging buckle (301) is arranged at the top of the outer rod (3), and the upper hanging buckle (301) is designed to be a semi-arc-shaped structure. A lower compression plate (302) is welded to the bottom of the outer rod (3), and the top of the lower compression plate (302) is an arc-shaped thin sheet.

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