CN210134448U - Improved beam type bearing platform - Google Patents

Abstract

The utility model discloses an improved generation beam type cushion cap, including beam type cushion cap and reinforcing bar net, beam type cushion cap comprises last support template, under bracing template and triangle-shaped support frame, it is fixed through the side template to go up between support template and the under bracing template. The utility model discloses in, this beam type cushion cap adopts the modular combination, when assembling beam type cushion cap, only need to go up supporting template and under bracing template and pass through the strengthening rib and fix, later lay appointed place to the reinforcing bar net that prepares in advance, then lay beam type cushion cap both sides to the triangle-shaped support frame, at last to its inside pouring in mix earth can, this mode simple to operate, be convenient for operate, and adopt modular mounting means, make beam type cushion cap whole have stronger stability, the edge is provided with the triangle-shaped support frame in beam type cushion cap simultaneously, the triangle-shaped support frame is the steel sheet structure that its appearance is the triangle-shaped form by the steel sheet welding.

Description

Improved beam type bearing platform

Technical Field

The utility model relates to a building technical field especially relates to an improved generation beam type cushion cap.

Background

Beam-type bearing platforms are a variation of the traditional bearing platform structure. In order to cross the requirement of underground engineering, the pile foundation spacing of the bearing platform in a certain direction is far larger than that of the conventional pile foundation spacing, so that the bearing platform becomes a structural system similar to a deep beam. The beam type bearing platform structure has the advantages that the beam type bearing platform structure is used, the function of supporting an upper structure by a traditional bearing platform is achieved, meanwhile, the bearing platform also has certain spanning capacity, the spanning capacity of an urban overpass structure above the top surface of the bearing platform is partially replaced, the influence of underground engineering on the spanning distribution of the urban overpass is greatly reduced, the problem of the crossing construction of the urban overpass and the underground engineering is converted into the problem of the crossing construction of the beam type bearing platform and the underground engineering, project research has important practical value, the beam type bearing platform structure is a spanning component buried underground, the spanning and supporting functional component is a beam type structure buried underground, only pier column arrangement space needs to be provided on the ground, the ground occupied area is greatly reduced, and due to the arrangement of the beam type bearing platform, the pier column arrangement is more flexible, and the influence of the pier column on ground traffic organization is further reduced.

The existing beam type bearing platform is time-consuming and labor-consuming in installation, a large number of professional operators are often needed for operation in installation and pouring, and therefore installation speed is greatly reduced.

SUMMERY OF THE UTILITY MODEL

The utility model aims at solving the defects existing in the prior art and providing an improved beam type bearing platform.

In order to achieve the above purpose, the utility model adopts the following technical scheme: the improved beam type bearing platform comprises a beam type bearing platform and a reinforcing mesh, wherein the beam type bearing platform is composed of an upper supporting template, a lower supporting template and a triangular supporting frame, the upper supporting template and the lower supporting template are fixed through a side template, the reinforcing mesh is laid on the surfaces of the upper supporting template and the lower supporting template, and the triangular supporting frame is arranged on the inner side surface of the beam type bearing platform.

Preferably, the triangular support frames are steel frames welded by steel plates and are triangular structures in appearance, the triangular support frames are arranged in plurality, the triangular support frames are equidistantly installed on the inner side face of the beam type bearing platform, connecting holes are formed in the surfaces of the triangular support frames, and connecting columns penetrate through the connecting holes.

Preferably, the reinforcing mesh is formed by staggered reinforcing steel bars, and the reinforcing mesh is laid inside the beam type bearing platform.

Preferably, the beam type bearing platform top surface is provided with a pier stud mounting hole, and a pier stud is arranged in the pier stud mounting hole.

Preferably, the beam type cushion cap bottom surface has seted up the pier mounting hole, and the inside pier that is provided with of pier mounting hole, the pier is provided with a plurality ofly, and two liang of parallel installations of a plurality of piers are in beam type cushion cap bottom.

Preferably, the side surface of the beam-type bearing platform is provided with a plurality of inclined grooves, and the inclined grooves are equidistantly arranged on the surface of the beam-type bearing platform.

Preferably, the cross section of the beam type bearing platform is of an I-shaped structure, the cross section area of the upper supporting template is smaller than that of the lower supporting template, and soil or sand counterweight materials are covered above the upper supporting template and the lower supporting template.

Compared with the prior art, the utility model has the advantages that;

1. the beam type bearing platform adopts the modular combination, when the beam type bearing platform is assembled, only the upper supporting template and the lower supporting template need to be fixed through the reinforcing ribs, then the reinforcing mesh prepared in advance is laid to a designated place, then the triangular support frames are arranged on two sides of the beam type bearing platform, and finally concrete is poured into the triangular support frames, so that the method is convenient to install and operate, and the module type mounting mode is adopted, so that the whole beam type bearing platform has stronger stability, meanwhile, the inner side edge of the beam type bearing platform is provided with a triangular support frame, the triangular support frame is a steel plate structure with a triangular shape formed by welding steel plates, then concrete is filled into the triangular support frame to fix the triangular support frame, the triangular support frame is arranged into a triangle, the triangular bearing platform has the characteristic of stronger stability, so that the stability of the beam type bearing platform is improved;

2. the utility model discloses, the cross-sectional area of supporting die plate is less than under bracing template cross section on the beam type cushion cap, thereby make beam type cushion cap from the top down for the slope form gliding, adopt this mode setting can increase the area of beam type cushion cap and external wind force contact, when making external wind contact beam type cushion cap, with the help of the helping hand on slope, can change the direction of wind force, thereby reduce the impact force of external wind force to beam type cushion cap, increase the life of beam type cushion cap, the chute has been seted up to beam type cushion cap side simultaneously, the guide of the wind direction that the chute can help to.

Drawings

Fig. 1 is a schematic structural view of an improved beam-type bearing platform provided by the present invention;

fig. 2 is a schematic view of the interior of an improved beam-type bearing platform provided by the present invention;

fig. 3 is a perspective view of an improved beam-type bearing platform provided by the present invention;

fig. 4 is a schematic view of an improved beam-type bearing platform triangular support frame provided by the present invention.

Illustration of the drawings:

1. a beam-type cushion cap; 2. an upper supporting template; 3. pier studs; 4. pier stud mounting holes; 5. a triangular support frame; 6. a bridge pier; 7. pier mounting holes; 8. a lower supporting template; 9. connecting columns; 10. a reinforcing mesh; 11. a chute; 12. and connecting the holes.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

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, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention; the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance; furthermore, unless expressly stated or limited otherwise, the terms "mounted," "connected," and "connected" are to be construed broadly, as they may be fixedly connected, detachably connected, or integrally connected, for example; 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 meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.

Referring to fig. 1 and 2, an improved beam-type bearing platform includes a beam-type bearing platform 1 and a reinforcing mesh 10, the beam-type bearing platform 1 is composed of an upper supporting template 2, a lower supporting template 8 and a triangular supporting frame 5, the upper supporting template 2 and the lower supporting template 8 are fixed through a side template, the reinforcing mesh 10 is laid on the surfaces of the upper supporting template 2 and the lower supporting template 8, and the triangular supporting frame 5 is arranged on the inner side of the beam-type bearing platform 1.

Referring to fig. 1, 2, 3 and 4, a plurality of triangular supports 5 are welded by steel plates to form a steel frame with a triangular structure, the triangular supports 5 are arranged in plurality and are equidistantly installed on the inner side of a beam-type bearing platform 1, a connecting hole 12 is formed in the surface of each triangular support 5, a connecting column 9 penetrates through the connecting hole 12, a steel bar mesh 10 is formed by arranging steel bars in a staggered manner, the steel bar mesh 10 is laid in the beam-type bearing platform 1, a pier mounting hole 4 is formed in the top surface of the beam-type bearing platform 1, a pier 3 is arranged in each pier mounting hole 4, a pier mounting hole 7 is formed in the bottom surface of the beam-type bearing platform 1, two piers 6 are arranged in each pier mounting hole 7, a plurality of piers 6 are arranged, the plurality of piers 6 are installed at the bottom end of the beam-type bearing platform 1 in parallel, a chute 11 is formed in the, the inclined grooves 11 are arranged in a plurality of numbers, the inclined grooves 11 are arranged on the surface of the beam-type bearing platform 1 at equal intervals, the cross section of the beam-type bearing platform 1 is of an I-shaped structure, the cross section area of the upper supporting template 2 is smaller than that of the lower supporting template 8, and soil or sand counterweight materials are covered above the upper supporting template 2 and the lower supporting template 8.

The working principle is as follows: when in use, firstly, a worker pours the pier 6 and installs the pier at a designated position, then the lower supporting template 8 and the upper supporting template 2 are installed at the designated position, then the reinforcing mesh 10 is laid between the upper supporting template 2 and the lower supporting template 8, after the laying is finished, concrete is poured into the interior of the upper supporting template and is fixed, a triangular supporting frame 5 is arranged at the edge of the inner side of the beam bearing platform 1, the triangular supporting frame 5 is a steel plate structure with a triangular shape formed by welding steel plates, then the concrete is poured into the interior of the triangular supporting frame to fix the triangular supporting frame, the triangular supporting frame has the characteristic of stronger stability by setting the triangular supporting frame, so that the stability of the beam bearing platform 1 is improved, meanwhile, the cross section area of the upper supporting template 2 of the beam bearing platform 1 is smaller than that of the lower supporting template 8, so that the beam bearing platform 1 slides, by adopting the mode, the contact area of the beam-type bearing platform 1 and the external wind can be increased, and when the external wind contacts the beam-type bearing platform 1, the direction of the wind can be changed by means of the assistance of the slope, so that the impact force of the external wind on the beam-type bearing platform 1 is reduced, the service life of the beam-type bearing platform 1 is prolonged, and meanwhile, the side surface of the beam-type bearing platform 1 is provided with the chute 11, and the chute 11 can help to guide the wind.

The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.

Claims (7)

1. The improved beam type bearing platform comprises a beam type bearing platform (1) and a reinforcing mesh (10), and is characterized in that the beam type bearing platform (1) is composed of an upper supporting template (2), a lower supporting template (8) and a triangular supporting frame (5), the upper supporting template (2) and the lower supporting template (8) are fixed through side templates, the reinforcing mesh (10) is laid on the surfaces of the upper supporting template (2) and the lower supporting template (8), and the triangular supporting frame (5) is arranged on the inner side surface of the beam type bearing platform (1).

2. The improved beam type bearing platform as claimed in claim 1, wherein the triangular support frame (5) is a steel frame welded by steel plates and having a triangular structure, a plurality of triangular support frames (5) are provided, the plurality of triangular support frames (5) are equidistantly installed on the inner side surface of the beam type bearing platform (1), the surface of the triangular support frame (5) is provided with a connecting hole (12), and a connecting column (9) penetrates through the connecting hole (12).

3. An improved beam-type cap as claimed in claim 1, wherein said mesh reinforcement (10) is formed by staggering reinforcing bars, and the mesh reinforcement (10) is laid inside the beam-type cap (1).

4. The improved beam type bearing platform as claimed in claim 1, wherein pier mounting holes (4) are formed in the top surface of the beam type bearing platform (1), and piers (3) are arranged in the pier mounting holes (4).

5. The improved beam type bearing platform as claimed in claim 1, wherein the beam type bearing platform (1) is provided with pier mounting holes (7) on the bottom end surface, piers (6) are arranged in the pier mounting holes (7), a plurality of piers (6) are arranged, and the plurality of piers (6) are arranged at the bottom end of the beam type bearing platform (1) in a pairwise parallel manner.

6. The improved beam type bearing platform as claimed in claim 1, wherein the beam type bearing platform (1) is provided with a plurality of inclined grooves (11) on the side surface, and the inclined grooves (11) are arranged at equal intervals on the surface of the beam type bearing platform (1).

7. The improved beam type bearing platform as claimed in claim 1, characterized in that the beam type bearing platform (1) is of an I-shaped cross section, the cross section area of the upper supporting template (2) is smaller than that of the lower supporting template (8), and soil or sand weight material is covered above the upper supporting template (2) and the lower supporting template (8).

Images