CN219342853U

CN219342853U - Pier stud steel template structure

Info

Publication number: CN219342853U
Application number: CN202223172344.XU
Authority: CN
Inventors: 魏振伟; 王先柏
Original assignee: Hefei Wanzhong Traffic Engineering Co ltd
Current assignee: Hefei Wanzhong Traffic Engineering Co ltd
Priority date: 2022-11-28
Filing date: 2022-11-28
Publication date: 2023-07-14
Anticipated expiration: 2032-11-28

Abstract

The utility model relates to the technical field of building construction, in particular to a pier stud steel template structure, which comprises a template body and an outer reinforcing frame, wherein the outer reinforcing frame comprises a left frame body, a right frame body and a step frame body, the bottom surface of the side end of the left frame body is in butt joint with the top surface of the side end of the right frame body, a positioning column of the step frame body penetrates through the left frame body to be spliced with the right frame body, the left frame body and the right frame body respectively comprise an outer support arc with gradually reduced radius from bottom to top, an inclined support frame connected with each outer support arc, an extending frame and an inner support arc in sliding connection with the extending frame, and the inner support arc is provided with a plurality of pressing columns for being in butt joint with the template body; the outer support arcs at all levels can be used as steps, the tie bolts on the template body are gradually upwards installed, the positions of the inner support arcs are adjusted, a scaffold is not required to be erected, the restriction of the scaffold on hoisting operation is relieved, and meanwhile the template body can be reinforced through the compression columns of the inner support arcs.

Description

Pier stud steel template structure

Technical Field

The utility model relates to the technical field of building construction, in particular to a pier column steel template structure.

Background

The pier column is a lower bearing for bearing an upper structure in civil engineering, the section of the pier column is round, and the pier column also has elliptic, square, curve and parabolic anisotropic pier columns, and is an important component in engineering construction of highway bridges, railway bridges, overpasses, ramp bridges and the like. At present, the template for pier column is very loaded down with trivial details in the use, dismantles and installs the process, generally needs to set up round scaffold frame cooperation installation and dismantlement in pier column template outside, simultaneously, scaffold frame has restricted the high altitude hoist and mount of pier column template again, leads to installation effectiveness not high.

Disclosure of Invention

Aiming at the defects of the prior art, the utility model provides a pier stud steel template structure which is used for solving the technical problems.

In order to achieve the above purpose, the utility model is realized by the following technical scheme:

the utility model provides a pier stud steel form structure, includes template body and outer enhancement frame, outer enhancement frame includes left support body, right support body and step support body, the marginal end bottom surface of left side support body and the marginal end top surface butt of right support body, the reference column of step support body passes left support body and right support body grafting, left side support body, right support body all include from the bottom up external support arc that the radius diminishes gradually, with the inclined strut frame that outer support arc is connected at every level, extend the frame and with extend frame sliding connection's interior support arc, interior support arc is equipped with a plurality of pressure columns that are used for with template body butt.

Preferably, the extension frame is fixedly connected with a positioning bolt, the inner support arc is provided with a channel, and the positioning bolt passes through the channel to be in threaded connection with the nut.

Preferably, the outer support arc edge end of the left frame body is provided with an upper sleeve matched with the positioning column, the outer support arc edge end of the right frame body is provided with a lower sleeve matched with the positioning column, and the height of the positioning column is larger than the sum of the heights of the upper sleeve and the lower sleeve.

The beneficial effects of the utility model are as follows:

the template body is hoisted firstly, then the left frame body and the right frame body are hoisted, the left frame body and the right frame body are connected through the positioning columns of the step frame bodies, at the moment, the outer support arcs at all levels can be used as steps, the split bolts on the template body are gradually upwards installed, the positions of the inner support arcs are adjusted, a scaffold is not required to be erected, the limitation of the scaffold to hoisting operation is relieved, and meanwhile, the template body can be reinforced through the compression columns of the inner support arcs.

Drawings

In order to more clearly illustrate the technical solutions of the embodiments of the present utility model, the drawings that are needed for the description of the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present utility model, and that other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.

FIG. 1 is a schematic diagram of the structure of the present utility model;

FIG. 2 is a schematic view of the outer and inner support arcs;

in the drawings, the components represented by the respective reference numerals are as follows:

the novel high-strength steel plate comprises a 1-template body, a 2-left frame body, a 3-right frame body, a 4-step frame body, a 5-positioning column, a 6-outer support arc, a 7-inclined support frame, an 8-extension frame, a 9-inner support arc, a 10-compression column, an 11-channel, a 12-positioning bolt, a 13-nut, a 14-upper sleeve and a 15-lower sleeve.

Detailed Description

The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.

As shown in fig. 1-2, a pier stud steel template structure comprises a template body 1 and an outer reinforcing frame, wherein the outer reinforcing frame comprises a left frame body 2, a right frame body 3 and a step frame body 4, the bottom surface of the edge end of the left frame body 2 is in butt joint with the top surface of the edge end of the right frame body 3, a positioning column 5 of the step frame body 4 penetrates through the left frame body 2 to be spliced with the right frame body 3, the left frame body 2 and the right frame body 3 respectively comprise an outer support arc 6 with gradually reduced radius from bottom to top, an inclined support frame 7 connected with each stage of outer support arcs 6, an extension frame 8 and an inner support arc 9 in sliding connection with the extension frame 8, and the inner support arc 9 is provided with a plurality of pressing columns 10 used for being in butt joint with the template body 1.

The extension frame 8 is fixedly connected with a positioning bolt 12, the inner support arc 9 is provided with a channel 11, and the positioning bolt 12 passes through the channel 11 to be in threaded connection with a nut 13.

Wherein, the outer support arc 6 side end of left support body 2 is equipped with the sleeve 14 that cooperatees with reference column 5, and the outer support arc 6 side end of right support body 3 is equipped with the sleeve 15 that cooperatees with reference column 5 down, and the height of reference column 5 is greater than the sum of sleeve 14 and sleeve 15 down.

The working principle of the utility model is as follows: the template body 1 is hoisted to a vertical state, the split bolts at the bottom are firstly installed, then the left frame body 2 and the right frame body 3 are hoisted, the positioning column 5 of the step frame body 4 is inserted into the upper sleeve 14 and hoisted together with the left frame body 2, the positions of the left frame body 2 and the right frame body 3 are adjusted, the central shafts of the upper sleeve 14 and the lower sleeve 15 on the same side are positioned on the same vertical line, the step frame body 4 is moved downwards until the positioning column 5 is inserted into the lower sleeve 15, the outer support arcs 6 of each stage can be used as steps at the moment, the split bolts on the template body 1 are gradually installed upwards, the inner support arcs 9 are moved simultaneously, the pressing column 10 is in contact with the template body 1, and the nuts 13 are screwed, so that the inner support arcs 9 are kept in a stable state.

The preferred embodiments of the utility model disclosed above are intended only to assist in the explanation of the utility model. The preferred embodiments are not intended to be exhaustive or to limit the utility model to the precise form disclosed. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the utility model and the practical application, to thereby enable others skilled in the art to best understand and utilize the utility model. The utility model is limited only by the claims and the full scope and equivalents thereof.

Claims

1. The utility model provides a pier stud steel form structure which characterized in that: including template body (1) and outer enhancement frame, outer enhancement frame includes left support body (2), right support body (3) and step support body (4), the marginal end bottom surface of left side support body (2) and the marginal end top surface butt of right support body (3), the reference column (5) of step support body (4) pass left support body (2) and peg graft with right support body (3), left side support body (2), right support body (3) all include outer support arc (6) that diminish from the bottom up radius gradually, oblique support frame (7) that are connected with outer support arc (6) at every level, extension frame (8) and with extension frame (8) sliding connection's interior support arc (9), interior support arc (9) are equipped with a plurality of pressure posts (10) that are used for with template body (1) butt.

2. The pier stud steel form structure of claim 1, wherein: the extension frame (8) is fixedly connected with a positioning bolt (12), the inner support arc (9) is provided with a channel (11), and the positioning bolt (12) penetrates through the channel (11) to be in threaded connection with a nut (13).

3. The pier stud steel form structure of claim 1, wherein: the outer support arc (6) of left support body (2) limit end be equipped with reference column (5) matched with upper sleeve (14), outer support arc (6) limit end of right support body (3) be equipped with reference column (5) matched with lower sleeve (15), the height of reference column (5) is greater than the sum of the height of upper sleeve (14) and lower sleeve (15).