CN219196780U

CN219196780U - Concrete prefabricated component board seam adjustment structure

Info

Publication number: CN219196780U
Application number: CN202222899638.6U
Authority: CN
Inventors: 邓灏
Original assignee: Individual
Current assignee: Individual
Priority date: 2022-11-01
Filing date: 2022-11-01
Publication date: 2023-06-16
Anticipated expiration: 2032-11-01

Abstract

The utility model discloses a concrete precast member plate seam adjusting structure which comprises a base plate, push plates and clamping plates, wherein two fixing plates are symmetrically arranged at the bottom of the base plate, a rotary knob is movably connected to one side wall of one fixing plate, a threaded rod is arranged on the side wall of the rotary knob and extends between the two fixing plates, two push plates are arranged below the base plate, a concrete precast member is fixed on the side wall of the push plates, the two push plates are arranged in a gap of the two concrete precast members, the rotary knob drives the threaded rod to rotate, the two push plates are pushed to move horizontally in opposite directions by utilizing a screw rod structure, and the gap between the two concrete precast members is adjusted.

Description

Concrete prefabricated component board seam adjustment structure

Technical Field

The utility model relates to the technical field of concrete prefabricated parts, in particular to a plate seam adjusting structure of a concrete prefabricated part.

Background

The precast concrete components are building components which are prepared in advance in factories by taking concrete as a basic material, and comprise beams, plates, columns, building decoration accessories and the like. The prefabricated concrete members which are manufactured before being installed on a construction site are commonly known as prefabricated concrete building cover plates, concrete box girders for bridges, prefabricated concrete house girder for industrial plants, culvert frame structures, prefabricated concrete piles for foundation treatment and the like.

The existing concrete prefabricated part needs to be adjusted between two concrete prefabricated parts in the installation process, the gap between the two concrete prefabricated parts is adjusted to be proper size, the existing construction mode is used for manually pushing the two concrete prefabricated parts to be adjusted, and the adjustment precision is poor while the manpower is wasted.

Disclosure of Invention

This section is intended to outline some aspects of embodiments of the utility model and to briefly introduce some preferred embodiments. Some simplifications or omissions may be made in this section as well as in the description summary and in the title of the application, to avoid obscuring the purpose of this section, the description summary and the title of the utility model, which should not be used to limit the scope of the utility model.

The present utility model has been made in view of the above and/or problems occurring in the prior art of a concrete prefabricated member panel seam adjustment structure.

Therefore, the utility model aims to provide a precast concrete member plate seam adjusting structure, two fixing plates are symmetrically arranged at the bottom of a base plate, a rotating button is movably connected to one side wall of one fixing plate, a threaded rod is arranged on the side wall of the rotating button and extends between the two fixing plates, two pushing plates are arranged below the base plate, a precast concrete member is fixed on the side wall of the pushing plates, the two pushing plates are arranged in a gap between the two precast concrete members, the rotating button drives the threaded rod to rotate, the two pushing plates are pushed to move horizontally in opposite directions by utilizing a screw rod structure, the gap between the two precast concrete members is adjusted, labor is saved, and meanwhile, the adjustment is more accurate.

In order to solve the technical problems, according to one aspect of the present utility model, the following technical solutions are provided:

a concrete prefabricated part panel seam adjustment structure, comprising:

the base plate is symmetrically provided with two fixing plates at the bottom, one of the fixing plates is movably connected with a rotary button, a threaded rod is movably connected between the two fixing plates, and one end of the threaded rod penetrates through the side wall of the fixing plate and is connected with the rotary button;

the push plate, the push plate is two and reverse the setting is in the base plate bottom, the backup pad is installed to the push plate bottom, threaded hole has been seted up to the push plate lateral wall, the threaded rod is rotatory to be run through the screw hole.

As a preferable scheme of the concrete prefabricated part plate seam adjusting structure, a guide rod is connected between the two fixing plates, a guide hole is formed in the side wall of the push plate, and the guide rod penetrates through the guide hole.

As a preferable scheme of the concrete prefabricated part plate seam adjusting structure, a pull rod is arranged at the top of the base plate.

As a preferable scheme of the concrete prefabricated part plate seam adjusting structure, the bottom of the supporting plate is movably connected with a second rotating button, a second threaded rod is installed at the top of the second rotating button, the second threaded rod penetrates through and extends out of the top of the supporting plate, and a baffle is installed on the side wall of the pushing plate.

As a preferable scheme of the concrete prefabricated part plate seam adjusting structure, the concrete prefabricated part plate seam adjusting structure further comprises a clamping plate, wherein the clamping plate is positioned on the side wall of the pushing plate, a lifting column is arranged at the bottom of the clamping plate, a second threaded hole is formed in the bottom of the lifting column, the second threaded rod extends into the second threaded hole in a rotating mode, and an elastic piece is arranged at the top of the clamping plate.

As a preferable scheme of the concrete prefabricated part plate seam adjusting structure, the side wall of the push plate is provided with the guide groove, the side wall of the clamping plate is provided with the guide block, and the guide block extends into the guide groove.

Compared with the prior art: through setting up two fixed plates in base plate bottom symmetry, one of them fixed plate lateral wall swing joint has the knob, and the knob lateral wall is provided with the threaded rod and stretches into between two fixed plates, is provided with two push plates in the base plate below, fixes the precast concrete component at the push plate lateral wall, through arranging two push plates in inside two precast concrete component gaps, rotates the knob and drives the threaded rod rotation, utilizes the lead screw structure to promote two push plates horizontal migration in opposite directions, adjusts the gap between two precast concrete components, has saved the manpower and has made the regulation more accurate simultaneously.

Drawings

In order to more clearly illustrate the technical solutions of the embodiments of the present utility model, the following detailed description will be given with reference to the accompanying drawings and detailed embodiments, it being obvious that the drawings in the following description are only some embodiments of the present utility model, and that other drawings may be obtained from these drawings without inventive faculty for a person skilled in the art. Wherein:

FIG. 1 is a diagram showing the whole structure of a concrete precast element seam adjustment structure according to the present utility model;

FIG. 2 is a view showing a construction of a portion of a concrete precast element seam adjustment structure according to the present utility model;

FIG. 3 is a view showing a construction of a portion of a concrete prefabricated part seam adjusting structure according to the present utility model;

FIG. 4 is a view showing a construction of a portion of a concrete prefabricated part panel seam adjusting structure according to the present utility model.

Detailed Description

In order that the above objects, features and advantages of the utility model will be readily understood, a more particular description of the utility model will be rendered by reference to the appended drawings.

Next, the present utility model will be described in detail with reference to the drawings, wherein the sectional view of the device structure is not partially enlarged to general scale for the convenience of description, and the drawings are only examples, which should not limit the scope of the present utility model. In addition, the three-dimensional dimensions of length, width and depth should be included in actual fabrication.

For the purpose of making the objects, technical solutions and advantages of the present utility model more apparent, embodiments of the present utility model will be described in further detail below with reference to the accompanying drawings.

The utility model provides a concrete precast member plate seam adjusting structure, which is characterized in that two fixed plates are symmetrically arranged at the bottom of a base plate, a rotating button is movably connected to one side wall of one fixed plate, a threaded rod is arranged on the side wall of the rotating button and extends between the two fixed plates, two pushing plates are arranged below the base plate, a concrete precast member is fixed on the side wall of the pushing plates, the two pushing plates are arranged in a gap between the two concrete precast members, the rotating button drives the threaded rod to rotate, the two pushing plates are pushed to move horizontally in opposite directions by utilizing a screw rod structure, the gap between the two concrete precast members is adjusted, manpower is saved, and meanwhile, the adjustment is more accurate.

Fig. 1 to 4 are schematic structural views showing an embodiment of a concrete prefabricated part seam adjusting structure according to the present utility model, referring to fig. 1 to 4, the concrete prefabricated part seam adjusting structure includes a base plate 100, a push plate 200 and a clamping plate 300.

Two fixed plates 110 are symmetrically installed at the bottom of the substrate 100, one of the fixed plates 110 is movably connected with a rotary knob 120, the rotary knob 120 is connected to the side wall of the fixed plate 110 through a bearing, the rotary knob 120 is supported and simultaneously does not influence the rotation of the rotary knob 120, a threaded rod 130 is movably connected between the two fixed plates 110, one end of the threaded rod 130 penetrates through the side wall of the extended fixed plate 110 and is connected with the rotary knob 120, the other end of the threaded rod 130 is connected to the side wall of the other fixed plate 110 through a bearing, a pull rod 150 is installed at the top of the substrate 100 and used for assisting in fixing the substrate 100 by hand grasping, a sponge sleeve is wrapped on the rod body of the pull rod 150, friction force between hands and the pull rod 150 can be increased, and comfort level of the hands grasping the pull rod 150 is improved.

The push plate 200 is two and reverse the setting in the base plate 100 bottom, the backup pad 210 is installed to push plate 200 bottom, threaded hole 220 has been seted up to push plate 200 lateral wall, threaded rod 130 is rotatory to run through threaded hole 220, be connected with guide bar 140 between two fixed plates 110, guide hole 230 has been seted up to push plate 200 lateral wall, guide bar 140 runs through guide hole 230, when push plate 200 slides, guide hole 230 slides at guide bar 140 shaft, stability when increasing push plate 200 slides, limit push plate 200 rotation direction simultaneously, prevent push plate 200 from following threaded rod 130 and rotating, backup pad 210 bottom swing joint has second knob 240, second threaded rod 250 is installed at second knob 240 top, second threaded rod 250 runs through and stretches out backup pad 210 top, baffle 260 is installed to push plate 200 lateral wall, drive threaded rod 130 rotation through rotation knob 120, utilize the lead screw structure to promote two push plates 200 to be close to each other or keep away from when threaded rod 130 rotates, promote the gap size between two precast concrete components of regulation.

The splint 300 is located push pedal 200 lateral wall, lifting column 310 is installed to splint 300 bottom, second screw hole 320 has been seted up to lifting column 310 bottom, second threaded rod 250 rotation stretches into inside second screw hole 320, elastic component 340 is installed at splint 300 top, guide slot 270 has been seted up to push pedal 200 lateral wall, guide block 330 is installed to splint 300 lateral wall, guide block 330 stretches into inside the guide slot 270, through arranging the precast concrete unit between baffle 260 and splint 300, rotate second knob 240 and drive second threaded rod 250 rotation, utilize the lead screw structure to promote lifting column 310 when second threaded rod 250 rotates and drive splint 300 vertical movement, splint 300 and baffle 260 clamp precast concrete unit edge, the fixed pulling of precast concrete unit of convenient equidimension.

Referring to fig. 1-4, in the slab joint adjusting structure for a concrete prefabricated part according to the present embodiment, two concrete prefabricated parts are respectively disposed on sidewalls of two pushing plates 200 and between a baffle 260 and a clamping plate 300, a second threaded rod 250 is rotated to push the clamping plate 300 to vertically move upwards to match with the baffle 260 to clamp and fix the concrete prefabricated parts by using a screw rod structure, a knob 120 is rotated to drive a threaded rod 130 to rotate, and the screw rod structure is used to push the two pushing plates 200 to drive the two concrete prefabricated parts to approach or separate from each other, so as to adjust the size of a gap between the two concrete prefabricated parts.

Although the utility model has been described hereinabove with reference to embodiments, various modifications thereof may be made and equivalents may be substituted for elements thereof without departing from the scope of the utility model. In particular, the features of the disclosed embodiments may be combined with each other in any manner as long as there is no structural conflict, and the exhaustive description of these combinations is not given in this specification merely for the sake of omitting the descriptions and saving resources. Therefore, it is intended that the utility model not be limited to the particular embodiment disclosed, but that the utility model will include all embodiments falling within the scope of the appended claims.

Claims

1. A concrete prefabricated component board seam adjustment structure, characterized by comprising:

the device comprises a substrate (100), wherein two fixing plates (110) are symmetrically arranged at the bottom of the substrate (100), a rotary knob (120) is movably connected to the side wall of one fixing plate (110), a threaded rod (130) is movably connected between the two fixing plates (110), and one end of the threaded rod (130) penetrates through the side wall of the fixing plate (110) and is connected with the rotary knob (120);

push pedal (200), push pedal (200) are two and reverse the setting is in base plate (100) bottom, backup pad (210) are installed to push pedal (200) bottom, screw hole (220) have been seted up to push pedal (200) lateral wall, threaded rod (130) are rotatory to be run through screw hole (220).

2. The concrete prefabricated part seam adjusting structure according to claim 1, wherein a guide rod (140) is connected between the two fixing plates (110), a guide hole (230) is formed in the side wall of the push plate (200), and the guide rod (140) penetrates through the guide hole (230).

3. A concrete precast element seam adjustment structure according to claim 2, characterized in that the base plate (100) is top mounted with tie rods (150).

4. A precast concrete member seam adjusting structure according to claim 3, wherein a second knob (240) is movably connected to the bottom of the supporting plate (210), a second threaded rod (250) is mounted at the top of the second knob (240), the second threaded rod (250) extends through the top of the supporting plate (210), and a baffle (260) is mounted on the side wall of the pushing plate (200).

5. The concrete precast element seam adjustment structure according to claim 4, further comprising a clamping plate (300), wherein the clamping plate (300) is located on the side wall of the push plate (200), a lifting column (310) is installed at the bottom of the clamping plate (300), a second threaded hole (320) is formed in the bottom of the lifting column (310), the second threaded rod (250) is rotatably extended into the second threaded hole (320), and an elastic piece (340) is installed at the top of the clamping plate (300).

6. The concrete precast element seam adjustment structure according to claim 5, wherein a guide groove (270) is formed in the side wall of the push plate (200), a guide block (330) is mounted on the side wall of the clamping plate (300), and the guide block (330) extends into the guide groove (270).