CN214657169U

CN214657169U - Concrete foundation beam

Info

Publication number: CN214657169U
Application number: CN202120487666.XU
Authority: CN
Inventors: 王健
Original assignee: Shenzhen Singularity Crossing Data Technology Co ltd
Current assignee: Shenzhen Singularity Crossing Data Technology Co ltd
Priority date: 2021-03-05
Filing date: 2021-03-05
Publication date: 2021-11-09
Anticipated expiration: 2031-03-05

Abstract

The application discloses concrete foundation beam, including supporting component, anchor subassembly and stand, supporting component includes crossbeam and longeron, the crossbeam is pour in the lateral part of longeron, the crossbeam is cross setting with the holistic section of overlooking of longeron, the anchor subassembly includes a plurality of first reinforcing bars, a plurality of second reinforcing bars and a plurality of bracing, a plurality of first reinforcing bars are pour perpendicularly in the upper portion of crossbeam and longeron handing-over department, a plurality of second reinforcing bars weld in the lateral part of a plurality of first reinforcing bars, a plurality of bracing are installed respectively in the both ends of a plurality of second reinforcing bars, a plurality of first reinforcing bars, concrete layer has been pour jointly in the outside of a plurality of second reinforcing bars and a plurality of bracing, the stand is pour in concrete layer's upper portion. This scheme is through setting up the anchor subassembly, strengthens the support intensity between stand and the supporting component, and effectual enlargement area of contact, the stable support of being convenient for.

Description

Concrete foundation beam

Technical Field

The application relates to the technical field of concrete foundation beams, in particular to a concrete foundation beam.

Background

The data center is built in a reinforcing and modifying mode in a large quantity, the load is large, the processing requirement on the foundation is high, the concrete foundation beam foundation is also called a cross beam foundation or a cross beam foundation under a column, the concrete foundation beam foundation is a foundation consisting of a longitudinal foundation beam and a transverse foundation beam which are crossed, the column is arranged on the cross point, the bearing capacity is high, the foundation settlement is small, and the method is widely applied to the data center.

The existing concrete foundation beam is often additionally provided with an independent limiting part to support and limit the upright column and increase the firmness of the joint part of the upright column and the cross beam and the longitudinal beam, but the stability is poor due to the adoption of the reinforcing mode and the non-integral structure of the reinforcing mode.

SUMMERY OF THE UTILITY MODEL

The main objective of this application provides a concrete foundation beam to solve among the relevant art, the relatively poor problem of stability of stand.

In order to realize above-mentioned purpose, the application provides a concrete foundation beam, including supporting component, anchor subassembly and stand, the supporting component includes crossbeam and longeron, the crossbeam pour in the lateral part of longeron, the crossbeam with the longeron is holistic overlook the cross setting of section, the anchor subassembly includes a plurality of first reinforcing bars, a plurality of second reinforcing bar and a plurality of bracing, and is a plurality of first reinforcing bar pour perpendicularly in the crossbeam with the upper portion of longeron handing-over department, it is a plurality of the second reinforcing bar welds in a plurality of the lateral part of first reinforcing bar, it is a plurality of the bracing is installed respectively in a plurality of the both ends of second reinforcing bar, a plurality of first reinforcing bar, a plurality of the second reinforcing bar is with a plurality of the concrete layer has been pour jointly in the outside of bracing, the stand pour in the upper portion of concrete layer.

The utility model discloses an in the embodiment, the crossbeam with the section of longeron all is the notch cuttype setting, the crossbeam with the specification of longeron is the same.

The utility model discloses an in one embodiment, the crossbeam with a plurality of stocks have all been pour to the inboard of longeron, and are a plurality of the stock all inserts the inside of ground.

In an embodiment of the present invention, the second reinforcing bars are a plurality of the inclined struts and the common section of the concrete layer is a trapezoid.

The utility model discloses an in the embodiment, the backup pad is installed on concrete layer's upper portion, the welding of the upper portion of backup pad has the reinforcing plate, and is a plurality of the baffle has all been welded to the lateral part of reinforcing plate.

The utility model discloses an in the embodiment, overlook the cross-section of backup pad and be the rectangle ring setting, the middle part of backup pad with the bolt hole has all been seted up on concrete layer's upper portion.

In an embodiment of the present invention, the cross-section of the reinforcing plate is a trapezoid, and the two sides of the reinforcing plate are connected to the inclined struts.

In an embodiment of the present invention, an included angle between the first steel bar and the second steel bar is 90 °.

In an embodiment of the present invention, the overlooking section of the stand is a rectangular arrangement, and the sidewall of the stand is inconsistent with the sidewall of the baffle.

In an embodiment of the present invention, the inclined strut is inclined 30 to 45 to the upright.

In the embodiment of this application, provide a concrete foundation beam, through between crossbeam and longeron connection position, add the anchor subassembly, through the welding of a plurality of first reinforcing bars, a plurality of second reinforcing bar and a plurality of bracing, form stable connection, through pouring concrete layer, and stand and anchor subassembly be connected the adoption and pour integrated into one piece for holistic intensity is higher, is convenient for reach stable support.

Drawings

The accompanying drawings, which are incorporated in and constitute a part of this application, serve to provide a further understanding of the application and to enable other features, objects, and advantages of the application to be more apparent. The drawings and their description illustrate the embodiments of the invention and do not limit it. In the drawings:

fig. 1 is a front view schematically illustrating a concrete foundation beam according to an embodiment of the present disclosure;

fig. 2 is a schematic front sectional view of a concrete foundation beam according to an embodiment of the present application;

FIG. 3 is a schematic cross-sectional view of a portion of an anchor assembly of a concrete foundation beam according to an embodiment of the present disclosure;

FIG. 4 is a schematic top view of a concrete foundation beam according to an embodiment of the present application;

fig. 5 is a schematic top view of a partial structure of an anchoring assembly of a concrete foundation beam according to an embodiment of the present application.

In the figure: 100. a support assembly; 110. a cross beam; 120. a stringer; 121. an anchor rod; 200. an anchor assembly; 210. a first reinforcing bar; 220. a second reinforcing bar; 230. bracing; 240. a concrete layer; 241. a support plate; 242. a reinforcing plate; 243. a baffle plate; 244. bolt holes; 245. bracing; 300. and (4) a column.

Detailed Description

In order to make the technical solutions better understood by those skilled in the art, the technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are only partial embodiments of the present application, but not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present application.

It should be noted that the terms "first," "second," and the like in the description and claims of this application and in the drawings described above are used for distinguishing between similar elements and not necessarily for describing a particular sequential or chronological order. It should be understood that the data so used may be interchanged under appropriate circumstances such that embodiments of the application described herein may be used. Furthermore, the terms "comprises," "comprising," and "having," and any variations thereof, are intended to cover a non-exclusive inclusion, such that a process, method, system, article, or apparatus that comprises a list of steps or elements is not necessarily limited to those steps or elements expressly listed, but may include other steps or elements not expressly listed or inherent to such process, method, article, or apparatus.

In this application, the terms "upper", "lower", "left", "right", "front", "rear", "top", "bottom", "inner", "outer", "middle", "vertical", "horizontal", "lateral", "longitudinal", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings. These terms are used primarily to better describe the present application and its embodiments, and are not used to limit the indicated devices, elements or components to a particular orientation or to be constructed and operated in a particular orientation.

Moreover, some of the above terms may be used to indicate other meanings besides the orientation or positional relationship, for example, the term "on" may also be used to indicate some kind of attachment or connection relationship in some cases. The specific meaning of these terms in this application will be understood by those of ordinary skill in the art as appropriate.

In addition, the term "plurality" shall mean two as well as more than two.

It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict. The present application will be described in detail below with reference to the embodiments with reference to the attached drawings.

Example 1

Referring to fig. 1-5, the present application provides a concrete foundation beam including a support assembly 100, an anchor assembly 200, and a stud 300.

Referring to fig. 1, 2 and 4, the support assembly 100 includes a cross beam 110 and a longitudinal beam 120, the cross beam 110 is poured on a side of the longitudinal beam 120, a top cross section of the cross beam 110 and the longitudinal beam 120 is cross-shaped, when the support assembly is specifically arranged, cross sections of the cross beam 110 and the longitudinal beam 120 are both ladder-shaped, the cross beam 110 and the longitudinal beam 120 are ladder-shaped, so that a contact area with a foundation is increased, and a settlement amount is further reduced, specifications of the cross beam 110 and the longitudinal beam 120 are the same, a plurality of anchor rods 121 are poured on inner sides of the cross beam 110 and the longitudinal beam 120, the anchor rods 121 are inserted into the foundation, and stability is increased through the anchor rods 121.

Referring to fig. 2, 3 and 5, the anchor assembly 200 includes a plurality of first reinforcing bars 210, a plurality of second reinforcing bars 220 and a plurality of diagonal braces 230, the plurality of first reinforcing bars 210 are vertically cast on the upper portion of the joint of the cross beam 110 and the longitudinal beam 120, the plurality of second reinforcing bars 220 are welded on the side portions of the plurality of first reinforcing bars 210, and when being specifically installed, in order to increase the welding strength and facilitate welding, the included angle between the first steel bar 210 and the second steel bar 220 is 90 °, the plurality of inclined struts 230 are respectively installed at two ends of the plurality of second steel bars 220 in a welding manner, and when being specifically arranged, in order to increase the stability of the support, the inclined strut 245 inclines to the upright 300 by 30-45 degrees, the outer sides of the first steel bars 210, the second steel bars 220 and the inclined struts 230 are together poured with a concrete layer 240, and when the concrete structure is arranged, in order to achieve a good supporting effect, the common section of the second steel bars 220, the inclined struts 230 and the concrete layer 240 is trapezoidal.

In this embodiment, backup pad 241 is installed through the bolt in concrete layer 240's upper portion, when specifically setting up, for the installation of bolt conveniently, backup pad 241 overloads the cross-section and is the rectangle ring setting, bolt hole 244 has all been seted up with concrete layer 240's upper portion in the middle part of backup pad 241, the welding of backup pad 241's upper portion has reinforcing plate 242, when specifically setting up, the cross-section of reinforcing plate 242 is trapezoidal setting, the both sides of reinforcing plate 242 and backup pad 241's upper wall are connected with bracing 245, the baffle 243 has all been welded to the lateral part of a plurality of reinforcing plates 242, the further support intensity of increasing reinforcing plate 242 of bracing 245, baffle 243 carries on spacingly and stops to the hypomere of stand 300, better realization is supported the stars of stand 300.

Referring to fig. 1, 2, 3 and 5, the upright 300 is poured on the upper portion of the concrete layer 240, and when the upright 300 is specifically disposed, the top cross section of the upright 300 is rectangular, and the side wall of the upright 300 is abutted against the side wall of the baffle 243.

Specifically, this concrete foundation beam's structural principle: during the use, through between crossbeam 110 and longeron 120 connection position, add anchor assembly 200, through the welding of a plurality of first reinforcing bars 210, a plurality of second reinforcing bars 220 and a plurality of bracing 230, form stable connection, through concreting layer 240, and stand 300 adopts with anchor assembly 200's connection and pours integrated into one piece for holistic intensity is higher, is convenient for reach stable support.

The above description is only a preferred embodiment of the present application and is not intended to limit the present application, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, improvement and the like made within the spirit and principle of the present application shall be included in the protection scope of the present application.

Claims

1. A concrete foundation beam, characterized by comprising:

the supporting assembly comprises a cross beam and a longitudinal beam, the cross beam is poured on the side part of the longitudinal beam, and the overlooking cross section of the cross beam and the longitudinal beam is arranged in a cross shape;

the anchoring assembly comprises a plurality of first steel bars, a plurality of second steel bars and a plurality of inclined struts, the plurality of first steel bars are vertically poured at the upper part of the joint of the cross beam and the longitudinal beam, the plurality of second steel bars are welded at the side parts of the plurality of first steel bars, the plurality of inclined struts are respectively installed at two ends of the plurality of second steel bars, and concrete layers are jointly poured at the outer sides of the plurality of first steel bars, the plurality of second steel bars and the plurality of inclined struts;

the upright post is poured on the upper part of the concrete layer.

2. The concrete foundation beam defined in claim 1, wherein said cross members and said longitudinal members are stepped in cross section, and said cross members and said longitudinal members are of the same size.

3. The concrete foundation beam as claimed in claim 1, wherein a plurality of anchor rods are cast on the inner sides of the cross beam and the longitudinal beam, and a plurality of anchor rods are inserted into the inside of the foundation.

4. The concrete foundation beam defined in claim 1, wherein a common cross-section of said second reinforcing bars, said braces and said concrete layer is a trapezoid.

5. The concrete foundation beam as claimed in claim 1, wherein a supporting plate is installed at an upper portion of the concrete layer, reinforcing plates are welded to upper portions of the supporting plate, and baffles are welded to side portions of the plurality of reinforcing plates.

6. The concrete foundation beam of claim 5, wherein the support plate is rectangular in plan view cross section, and bolt holes are formed in the middle of the support plate and the upper portion of the concrete layer.

7. A concrete foundation beam as claimed in claim 5, wherein said reinforcing plate is formed in a trapezoidal shape in cross section, and diagonal braces are connected to both sides of said reinforcing plate and the upper wall of said supporting plate.

8. A concrete foundation beam as recited in claim 1, wherein an angle between said first reinforcing bars and said second reinforcing bars is 90 °.

9. The concrete foundation beam defined in claim 5, wherein said columns are rectangular in plan section, and side walls of said columns abut side walls of said dam.

10. A concrete foundation beam as claimed in claim 1, wherein said diagonal brace is inclined 30 ° to 45 ° to said vertical column.