CN220226231U - Cast-in-situ beam template supporting structure - Google Patents

Abstract

The utility model discloses a cast-in-situ beam formwork support structure which comprises an adjusting sliding cover, wherein two adjusting sliding plates are arranged in the adjusting sliding cover, one side surface, away from each other, of each adjusting sliding plate is fixedly connected with a supporting column, the top ends of the two supporting columns are fixedly connected with internal thread supporting pipes, the inner rings of the two internal thread supporting pipes are fixedly connected with threaded supporting rods, the top ends of the two threaded supporting rods are fixedly connected with hexagonal rotating blocks, the top ends of the two hexagonal rotating blocks are fixedly connected with formwork support base plates, the bottom surfaces of the two adjusting sliding plates are fixedly connected with reinforcing plates, one side surface, away from each other, of each reinforcing plate is fixedly connected with the outer surfaces of the two supporting columns, a strip-shaped through hole is formed in the bottom surface of the adjusting sliding cover, and two fixing screws are arranged in the strip-shaped through hole. The device is convenient for adjust the supporting height, and can be more flexible when supporting templates with different heights.

Description

Cast-in-situ beam template supporting structure

Technical Field

The utility model relates to the field of cast-in-situ beams, in particular to a cast-in-situ beam template supporting structure.

Background

The cast-in-situ beam is widely applied to expressway main bridges, ramp bridges, urban overpasses and the like in recent years due to the characteristics of simple structure, high rigidity, high bearing capacity, good construction line shape, and the like, the cast-in-situ beam is constructed by adopting the processes of on-site erection of a bracket and a template, on-site binding of reinforcing steel bars and concrete pouring, one important process is the erection of the bracket, the method is adopted for a long time, a large number of template brackets are needed during construction, bridge body concrete is poured on the bracket, and the template and the bracket are removed after the concrete reaches the strength.

The cast-in-situ beam needs to be constructed by erecting a bracket and a template on site, but the support height is inconvenient to adjust when the template is supported by the existing bracket, the flexibility of the templates with different heights is poor when the templates are supported, and the cast-in-situ beam template is limited when the templates are supported, so the cast-in-situ beam template support structure is provided to solve the problems.

Disclosure of Invention

The utility model aims to provide a cast-in-situ beam template supporting structure so as to solve the problems in the background art.

In order to achieve the above purpose, the present utility model provides the following technical solutions:

the utility model provides a cast-in-situ beam template bearing structure, includes adjusts the slip cover, the inside of adjusting the slip cover is equipped with two regulation type skateboards, two the equal fixedly connected with support column of a side that regulation type skateboards kept away from each other, two the equal fixedly connected with internal thread stay tube in top of support column, two the equal threaded connection in inner circle of internal thread stay tube has the screw thread bracing piece, two the equal fixedly connected with hexagonal rotatory piece in top of screw thread bracing piece, two the equal fixedly connected with template support backing plate in top of hexagonal rotatory piece, two the equal fixedly connected with reinforcing plate in bottom surface of regulation type skateboard, two a side that the reinforcing plate kept away from each other respectively with the surface fixed connection of two support columns.

In a further embodiment, a strip-shaped through hole is formed in the bottom surface of the adjusting sliding cover, and two fixing screws are arranged in the strip-shaped through hole.

In a further embodiment, the top ends of the two fixing screws are respectively and fixedly connected with the bottom surfaces of the two adjusting type sliding plates, and locking nuts are respectively and fixedly connected with the outer surfaces of the two fixing screws.

In a further embodiment, the top ends of the two locking nuts are contacted with the bottom surface of the adjusting slide cover, and the outer surfaces of the two adjusting slide plates are in sliding connection with the inner wall of the adjusting slide cover.

In a further embodiment, the front surface of the adjusting slide cover is fixedly connected with a warning patch, and the upper surface of the adjusting slide cover is fixedly connected with a handle.

In a further embodiment, the bottom ends of the two support columns are fixedly connected with support bases, and the bottom surfaces of the two drive support bases are fixedly connected with a plurality of fixed cone blocks.

Compared with the prior art, the utility model has the beneficial effects that:

the device passes through the internal thread stay tube that the support column top was equipped with to with the cooperation of screw thread bracing piece and hexagonal rotatory piece, can make the screw thread bracing piece in the flexible slip of inside of screw thread stay tube, will drive the high flexibility of screw thread bracing piece and template support backing plate and reciprocate, thereby be convenient for adjust the supporting height, can be more nimble when supporting the template of different height, through the regulation slip cap that is equipped with, and with the cooperation of two regulation type skateboards, can make two supports connect, will be more stable when supporting the template.

Drawings

Fig. 1 is a schematic perspective view of a front view of a cast-in-situ beam formwork support structure.

FIG. 2 is a cross-sectional view of an elevation view of an internally threaded support tube in a cast-in-place beam template support structure.

FIG. 3 is a cross-sectional view of an elevation view of an adjustment slip cap in a cast-in-place beam template support structure.

Fig. 4 is a schematic view of a partially enlarged structure of a portion a of the cast-in-situ beam formwork support structure in fig. 3.

In the figure: 1. adjusting the sliding cover; 2. an adjustable skateboard; 3. a support column; 4. an internal thread support tube; 5. a threaded support rod; 6. a hexagonal rotating block; 7. a template support backing plate; 8. a bar-shaped through hole; 9. a fixed screw; 10. a lock nut; 11. a handle; 12. a reinforcing plate; 13. a support base; 14. a warning paste; 15. and fixing the cone block.

Detailed Description

In the description of the present utility model, it should be understood that the terms "center", "longitudinal", "lateral", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, are merely for convenience in describing the present utility model and simplifying the description, and do not indicate or imply that the devices or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present utility model. Furthermore, the terms "first," "second," and the like, are used for descriptive purposes only and are not to be construed as indicating or implying a relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defining "a first", "a second", etc. may explicitly or implicitly include one or more such feature. In the description of the present utility model, unless otherwise indicated, the meaning of "a plurality" is two or more.

In the description of the present utility model, it should be noted that, unless explicitly specified and limited otherwise, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be either fixedly connected, detachably connected, or integrally connected, for example; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present utility model can be understood by those of ordinary skill in the art in a specific case.

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.

Referring to fig. 1-4, in the present utility model, a cast-in-situ beam formwork support structure comprises an adjusting slide cover 1, wherein two adjusting slide plates 2 are arranged in the adjusting slide cover 1, one side surfaces of the two adjusting slide plates 2, which are far away from each other, are fixedly connected with support columns 3, top ends of the two support columns 3 are fixedly connected with internal thread support tubes 4, inner rings of the two internal thread support tubes 4 are fixedly connected with thread support rods 5, top ends of the two thread support rods 5 are fixedly connected with hexagonal rotating blocks 6, top ends of the two hexagonal rotating blocks 6 are fixedly connected with formwork support base plates 7, bottom surfaces of the two adjusting slide plates 2 are fixedly connected with reinforcing plates 12, and one side surfaces of the two reinforcing plates 12, which are far away from each other, are fixedly connected with outer surfaces of the two support columns 3 respectively.

The bottom surface of adjusting slide cover 1 has been seted up bar through-hole 8, the inside of bar through-hole 8 is equipped with two fixing screw rods 9, the top of two fixing screw rods 9 respectively with the bottom surface fixed connection of two adjusting slide boards 2, the equal threaded connection of surface of two fixing screw rods 9 has lock nut 10, the top of two lock nut 10 all contacts with the bottom surface of adjusting slide cover 1, the surface of two adjusting slide boards 2 all with the inner wall sliding connection of adjusting slide cover 1, through the inside fixing screw rod 9 of bar through-hole 8, and with lock nut 10's cooperation, can lock fixedly to the inside adjusting slide board 2 of adjusting slide cover 1, will make the flexible back of adjusting slide board 2 more stable, and the fastness between two support columns 3 of reinforcing.

Adjust positive fixedly connected with warning subsides 14 of smooth cover 1, adjust the upper surface fixedly connected with handle 11 of smooth cover 1, the equal fixedly connected with of bottom of two support columns 3 supports base 13, and the equal fixedly connected with of bottom surface of two drive supports base 13 is a plurality of fixed cone blocks 15, can conveniently carry this support through handle 11, utilizes support base 13 and fixed cone block 15, can carry out steady rest to the bottom of support column 3.

The working principle of the utility model is as follows: firstly, the device is placed above the ground, then the two support columns 3 are pulled, the support columns 3 can drive the adjusting slide plate 2 to slide in the adjusting slide cover 1, the distance between the two support columns 3 can be conveniently adjusted, then the lock nut 10 is rotated through a spanner until the lock nut 10 is tightly contacted with the bottom surface of the adjusting slide cover 1, then the positions of the support columns 3 and the adjusting slide plate 2 can be locked and fixed, then the spanner is used for rotating the hexagonal rotating block 6 clockwise or anticlockwise, the threaded support rod 5 can be driven to stretch and slide in the internal thread support tube 4, and the support height can be adjusted more flexibly.

It will be evident to those skilled in the art that the utility model is not limited to the details of the foregoing illustrative embodiments, and that the present utility model may be embodied in other specific forms without departing from the spirit or essential characteristics thereof. The present embodiments are, therefore, to be considered in all respects as illustrative and not restrictive, the scope of the utility model being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.

Furthermore, it should be understood that although the present disclosure describes embodiments, not every embodiment is provided with a separate embodiment, and that this description is provided for clarity only, and that the disclosure is not limited to the embodiments described in detail below, and that the embodiments described in the examples may be combined as appropriate to form other embodiments that will be apparent to those skilled in the art.

Claims (6)

1. A cast-in-situ beam template supporting structure is characterized in that: including adjusting smooth cover (1), the inside of adjusting smooth cover (1) is equipped with two regulation formula slide (2), two the equal fixedly connected with support column (3) of a side that regulation formula slide (2) kept away from each other, two equal fixedly connected with internal thread stay tube (4) in top of support column (3), two equal threaded connection of inner circle of internal thread stay tube (4) has screw thread bracing piece (5), two equal fixedly connected with hexagonal rotatory piece (6) in top of screw thread bracing piece (5), two equal fixedly connected with template support backing plate (7) in top of hexagonal rotatory piece (6), two equal fixedly connected with gusset plate (12) in bottom surface of regulation formula slide (2), two a side that gusset plate (12) kept away from each other respectively with the surface fixed connection of two support columns (3).

2. A cast-in-place beam formwork support structure as claimed in claim 1, wherein: the bottom surface of regulation slip cover (1) has seted up bar through-hole (8), the inside of bar through-hole (8) is equipped with two fixing screw rods (9).

3. A cast-in-place beam formwork support structure as claimed in claim 2, wherein: the top ends of the two fixing screws (9) are fixedly connected with the bottom surfaces of the two adjusting type sliding plates (2) respectively, and locking nuts (10) are connected to the outer surfaces of the two fixing screws (9) in a threaded mode.

4. A cast-in-place beam formwork support structure as claimed in claim 3, wherein: the top ends of the two locking nuts (10) are contacted with the bottom surface of the adjusting sliding cover (1), and the outer surfaces of the two adjusting sliding plates (2) are slidably connected with the inner wall of the adjusting sliding cover (1).

5. A cast-in-place beam formwork support structure as claimed in claim 1, wherein: the front of the adjusting sliding cover (1) is fixedly connected with a warning patch (14), and the upper surface of the adjusting sliding cover (1) is fixedly connected with a handle (11).

6. A cast-in-place beam formwork support structure as claimed in claim 1, wherein: the bottom ends of the two support columns (3) are fixedly connected with support bases (13), and the bottom surfaces of the two drive support bases (13) are fixedly connected with a plurality of fixed cone blocks (15).