CN216765608U

CN216765608U - Pier-beam integrated construction supporting device

Info

Publication number: CN216765608U
Application number: CN202220050197.XU
Authority: CN
Inventors: 倪建中; 王新波
Original assignee: Zhengzhou Huazhong Road And Bridge Equipment Co ltd
Current assignee: Zhengzhou Huazhong Road And Bridge Equipment Co ltd
Priority date: 2022-01-10
Filing date: 2022-01-10
Publication date: 2022-06-17
Anticipated expiration: 2032-01-10

Abstract

The utility model discloses a pier-beam integrated construction supporting device which comprises a plurality of supporting brackets, wherein the supporting brackets are arranged at the bottom of a pier beam at equal intervals, the pier beam and the supporting brackets are both positioned on a supporting platform, an upper reinforcing section and a lower reinforcing section are arranged on each supporting bracket, the lower surface of the upper reinforcing section is connected with the top of a screw jack, the lower reinforcing section is positioned on the inner side of the screw jack, and the bottom of the screw jack is placed on the supporting platform. The beneficial effects of the utility model are: through will supporting the bottom that the bracket equidistant installed at the mound roof beam to can make the lifting force that the mound roof beam received balanced, be connected through screw jack and the last enhancement section that supports on the bracket, thereby exert the power of lifting in the palm to the mound roof beam through the flexible of the hydraulic stem on screw jack, go up the enhancement section and can strengthen the holding capacity that supports the bracket, thereby guarantee to the mound roof beam straightness that hangs down and adjust, lower enhancement section is for strengthening the structure that supports the bracket, has guaranteed the reliability that supports the bracket.

Description

Pier-beam integrated construction supporting device

Technical Field

The utility model relates to the field of pier-beam integrated construction, in particular to a pier-beam integrated construction supporting device.

Background

The bridge is generally a structure which is erected on rivers, lakes and seas and allows vehicles, pedestrians and the like to smoothly pass through. In order to adapt to the modern high-speed developed traffic industry, bridges are also extended to be constructed to span mountain stream, unfavorable geology or meet other traffic needs, so that the buildings are convenient to pass. The application environment of the bridge is more and more extensive now.

The bridge generally all need be in as support component through mound roof beam, and current mound roof beam need support the bracket in mound roof beam outside installation support in the installation to the mound roof beam, and in the installation, can't guarantee the straightness that hangs down of mound roof beam, and the straightness's that hangs down of mound roof beam adjustment can't be accomplished to current support bracket, generally adjusts the straightness that hangs down of mound roof beam through the crane manual work under theodolite's measurement, and this kind of adjustment mode wastes time and energy and takes the manual work, and efficiency is not high.

SUMMERY OF THE UTILITY MODEL

The utility model aims to overcome the defects of the prior art and provides a pier-beam integrated construction supporting device.

The purpose of the utility model is realized by the following technical scheme: the utility model provides a mound roof beam integration construction strutting arrangement, includes a plurality of support brackets, supports the bracket equidistant bottom of installing at the mound roof beam, and the mound roof beam all is located supporting platform with the support bracket, is provided with reinforcement section and lower reinforcement section on the support bracket, and the lower surface of going up the reinforcement section is connected with screw jack's top, and lower reinforcement section is located screw jack's inboard, and screw jack's bottom is placed on supporting platform.

Preferably, the inside of mound roof beam is provided with the sleeve, and a plurality of screw holes have been seted up on the surface of mound roof beam, and the support bracket passes through screw hole and sleeve fixed connection.

Preferably, the support bracket comprises a connecting panel and a bracket top plate, a threaded hole b is formed in the connecting panel and communicated with the threaded hole, the connecting panel is fixed on the outer side wall of the pier beam through a screw, the bracket top plate is welded on the outer side of the connecting panel, an upper reinforcing section is arranged above the bracket top plate, a lower reinforcing section is arranged below the bracket top plate, and the top of the screw jack is connected with the lower surface of the bracket top plate.

Preferably, the threaded hole b is vertically arranged, the upper threaded hole b is a vertical long hole, and the lower threaded hole b is a horizontal long hole.

Preferably, the upper reinforcing section comprises a bracket rib plate, two sides of the bracket rib plate are respectively welded with the upper surfaces of the connecting panel and the bracket top plate, and the bracket rib plate is located below the upper end threaded hole b.

Preferably, the bracket rib plate is triangular.

Preferably, the lower reinforcing section comprises a reinforcing plate, two sides of the reinforcing plate are respectively welded with the lower surfaces of the connecting panel and the bracket top plate, and the reinforcing plate is located above the lower threaded hole b.

Preferably, the top of the hydraulic rod on the screw jack is provided with a bearing steel plate, and the bearing steel plate is connected with the lower surface of the bracket top plate.

The utility model has the following advantages: according to the utility model, the supporting brackets are arranged at the bottom of the pier beam at equal intervals, so that the lifting force borne by the pier beam can be balanced, the screw jack is connected with the upper reinforcing section on the supporting brackets, so that the lifting force is exerted on the pier beam through the expansion and contraction of the hydraulic rod on the screw jack, the upper reinforcing section can enhance the bearing capacity of the supporting brackets, the perpendicularity of the pier beam is ensured to be adjusted, and the lower reinforcing section is used for reinforcing the structure of the supporting brackets, so that the reliability of the supporting brackets is ensured.

Drawings

FIG. 1 is a schematic structural view of the positional relationship between a support corbel and a pier beam;

FIG. 2 is an enlarged view of A;

FIG. 3 is a side view of the support bracket;

in the drawing, 1-a screw jack, 2-a bracket top plate, 3-a bracket rib plate, 4-a connecting panel, 5-a stiffening plate, 6-a force-bearing steel plate, 7-a sleeve, 8-a pier beam, 9-a support bracket, 10-an upper reinforcing section, 11-a lower reinforcing section and 12-a threaded hole b.

Detailed Description

In order to make the objects, technical solutions and advantages of the embodiments of the present invention more apparent, the technical solutions of the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings of the embodiments of the present invention. The components of embodiments of the present invention generally described and illustrated in the figures herein may be arranged and designed in a wide variety of different configurations.

Thus, the following detailed description of the embodiments of the present invention, presented in the figures, is not intended to limit the scope of the utility model, as claimed, but is merely representative of selected embodiments of the utility model. All other embodiments, which can be obtained by a person skilled in the art without any inventive step based on the embodiments of the present invention, are within the scope of the present invention.

In addition, the embodiments of the present invention and the features of the embodiments may be combined with each other without conflict.

It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined and explained in subsequent figures.

In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, or orientations or positional relationships that are conventionally placed when the products of the present invention are used, or orientations or positional relationships that are conventionally understood by those skilled in the art, and are used only for convenience of describing the present invention and simplifying the description, but do not indicate or imply that the device or element that is referred to must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first," "second," and the like are used merely to distinguish one description from another, and are not to be construed as indicating or implying relative importance.

In the description of the present invention, it should also be noted that, unless otherwise explicitly specified or limited, the terms "disposed," "mounted," "connected," and "connected" are to be construed broadly and may, for example, be fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.

In this embodiment, as shown in fig. 1, a pier-beam integrated construction supporting device includes a plurality of supporting brackets 9, the supporting brackets 9 are installed at the bottom of the pier beam 8 at equal intervals, the pier beam 8 and the supporting brackets 9 are both located on a supporting platform, an upper reinforcing section 10 and a lower reinforcing section 11 are provided on the supporting brackets 9, the lower surface of the upper reinforcing section 10 is connected with the top of the screw jack 1, the lower reinforcing section 11 is located on the inner side of the screw jack 1, and the bottom of the screw jack 1 is placed on the supporting platform. Through will supporting bracket 9 equidistant installation in the bottom of mound roof beam 8, thereby can make the lifting force balance that mound roof beam 8 received, be connected with last reinforcement 10 on supporting bracket 9 through screw jack 1, thereby exert the lifting force to mound roof beam 8 through the flexible of the hydraulic stem on screw jack 1, it can strengthen the bearing capacity that supports bracket 9 to go up reinforcement 10, thereby guarantee to adjust the straightness that hangs down of mound roof beam 8, at the in-process of the straightness that hangs down of adjustment mound roof beam 8, the staff measures the stand sideline with theodolite (not drawn in the figure), thereby ensure that the straightness that hangs down of mound roof beam 8 accords with the standard, lower reinforcement 11 is for the structure of strengthening supporting bracket 9, the reliability of supporting bracket 9 has been guaranteed. In this embodiment, the theodolite is prior art and is commercially available.

Further, the inside of mound roof beam 8 is provided with sleeve 7, and a plurality of screw holes have been seted up on the surface of mound roof beam 8, and support bracket 9 passes through screw hole and sleeve 7 fixed connection. Specifically, the field installer mounts the support bracket 9 to the pier beam 8 by means of screws.

In this embodiment, as shown in fig. 3, the support bracket 9 includes a connection panel 4 and a bracket top plate 2, a threaded hole b12 is opened on the connection panel 4, the threaded hole b12 is communicated with the threaded hole, the connection panel 4 is fixed on the outer side wall of the pier beam 8 through a screw, the bracket top plate 2 is welded on the outer side of the connection panel 4, an upper reinforcement section 10 is arranged above the bracket top plate 2, a lower reinforcement section 11 is arranged below the bracket top plate 2, and the top of the screw jack 1 is connected with the lower surface of the bracket top plate 2. Further, the screw hole b12 is vertically opened, and the upper end screw hole b12 is a vertical long hole, and the lower end screw hole b12 is a horizontal long hole. Specifically, because there is the precision error when sleeve 7 is pre-buried, therefore threaded hole b12 on connection panel 4 sets up to the slot hole, has certain active area, and the field erection is convenient, and when connection panel 4 was installed on mound roof beam 8, threaded hole b12 of lower extreme was main atress hole, therefore set up to horizontal slot hole and play the limiting displacement to the screw rod.

In the present embodiment, as shown in fig. 2, the upper reinforcing section 10 includes a bracket rib 3, two sides of the bracket rib 3 are respectively welded to the connecting panel 4 and the upper surface of the bracket top plate 2, and the bracket rib 3 is located below the upper threaded hole b 12. Furthermore, the bracket rib plate 3 is triangular. Specifically speaking, when the screw jack 1 applies force to the bracket top plate 2, the bracket rib plate 3 has stability, and the bracket top plate 2 can be effectively prevented from deforming due to the stability of the triangle, so that the bracket top plate 2 can bear larger force, and the reliability in adjusting the perpendicularity of the pier beam 8 is ensured.

Further, the lower reinforcing section 11 comprises a reinforcing plate 5, two sides of the reinforcing plate 5 are respectively welded with the lower surfaces of the connecting panel 4 and the bracket top plate 2, and the reinforcing plate 5 is located above the lower threaded hole b 12. In particular, the stiffener plates 5, the corbel top plate 2 and the connecting panel 4 together form a triangle, so that the structural strength of the support corbel 9 can be increased.

In this embodiment, the top of the hydraulic rod on the screw jack 1 is provided with a force bearing steel plate 6, and the force bearing steel plate 6 is connected with the lower surface of the bracket top plate 2. Specifically, the main function of the force-bearing steel plate 6 is to increase the contact area with the top board 2 of the bracket, thereby reducing the pressure on the top board 2 of the bracket and further preventing the deformation of the top board 2 of the bracket.

Although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that various changes in the embodiments and/or modifications of the utility model can be made, and equivalents and modifications of some features of the utility model can be made without departing from the spirit and scope of the utility model.

Claims

1. The utility model provides a mound roof beam integration construction strutting arrangement which characterized in that: including a plurality of support brackets (9), support bracket (9) equidistant bottom of installing in mound roof beam (8), mound roof beam (8) with support bracket (9) all are located supporting platform, be provided with on support bracket (9) and strengthen section (10) and lower reinforcement section (11), the lower surface of going up reinforcement section (10) is connected with the top of screw jack (1), reinforcement section (11) are located down the inboard of screw jack (1), place the bottom of screw jack (1) on the supporting platform.

2. The pier-beam integrated construction supporting device of claim 1, wherein: the pier is characterized in that a sleeve (7) is arranged inside the pier beam (8), a plurality of threaded holes are formed in the surface of the pier beam (8), and the support bracket (9) is fixedly connected with the sleeve (7) through the threaded holes.

3. The pier-beam integrated construction supporting device as claimed in claim 2, wherein: support bracket (9) including connection panel (4) and bracket roof (2), set up threaded hole b (12) on connection panel (4), threaded hole b (12) with the screw hole intercommunication, connection panel (4) are fixed through the screw rod on the lateral wall of mound roof beam (8), the outside welding of connection panel (4) has bracket roof (2), the top of bracket roof (2) is provided with go up reinforced section (10), the below of bracket roof (2) is provided with reinforced section (11) down, the top of screw jack (1) with the lower surface of bracket roof (2) is connected.

4. The pier-beam integrated construction supporting device as claimed in claim 3, wherein: the threaded hole b (12) is vertically formed, the upper end of the threaded hole b (12) is a vertical long hole, and the lower end of the threaded hole b (12) is a horizontal long hole.

5. The pier-beam integrated construction supporting device as claimed in claim 4, wherein: the upper reinforcing section (10) comprises a bracket rib plate (3), two sides of the bracket rib plate (3) are respectively welded with the connecting panel (4) and the upper surface of the bracket top plate (2), and the bracket rib plate (3) is located below the threaded hole b (12) at the upper end.

6. The pier-beam integrated construction supporting device as claimed in claim 5, wherein: the bracket rib plate (3) is triangular.

7. The pier-beam integrated construction supporting device as claimed in claim 6, wherein: the lower reinforcing section (11) comprises a reinforcing plate (5), two sides of the reinforcing plate (5) are respectively welded with the lower surfaces of the connecting panel (4) and the bracket top plate (2), and the reinforcing plate (5) is located above the threaded hole b (12) at the lower end.

8. The pier-beam integrated construction supporting device as claimed in claim 7, wherein: the top of the hydraulic rod on the screw jack (1) is provided with a bearing steel plate (6), and the bearing steel plate (6) is connected with the lower surface of the bracket top plate (2).