Beam top manganese plate embedded part anchoring assembly

Abstract

This invention provides an anchoring assembly for manganese plate embedded parts on beam tops. The manganese plates are respectively covered and fixed on the beam top, and the anchoring assembly secures the manganese plates to the beam top, forming an anchoring zone inside the beam top. The anchoring assembly includes manganese plate anchor bars fixed to the manganese plates and beam-internal anchor bars fixed inside the beam top, wherein the manganese plate anchor bars and the beam-internal anchor bars are mutually anchored within the anchoring zone. This invention solves the problem of difficult welding operations in existing anchoring methods.

Description

TECHNICAL FIELD

[0001] The present application relates to the field of building technology, more particularly, to a beam top manganese plate embedded part anchoring assembly. BACKGROUND

[0002] Now, all the beam tops in square coal bins are provided with 20mm-thick manganese plate wear plates (about 5000 tons in total), which are anchored by U-shaped anchoring pieces, but the welding operation of the anchoring pieces with the manganese plates is difficult due to the narrow and closed space in the manganese plates. SUMMARY

[0003] In view of the above problems, the purpose of the present application is to provide a beam top manganese plate embedded part anchoring assembly to solve the problem of difficult operation in welding of the existing anchoring mode.

[0004] The beam top manganese plate embedded part anchoring assembly provided by the present application is characterized in that the beam top manganese plates are respectively fixed on the beam top, the beam top manganese plates are fixed on the beam top by the anchoring assembly, an anchoring area is formed in the interior of the beam top, the anchoring assembly comprises manganese plate anchoring bars fixed with the beam top manganese plates and beam interior anchoring bars fixed in the interior of the beam top, wherein,

[0005] The manganese plate anchoring bars and the beam interior anchoring bars are mutually anchored in the anchoring area.

[0006] In addition, preferably, the manganese plate anchoring bars are correspondingly arranged with the beam top manganese plates, and each beam top manganese plate corresponds to one manganese plate anchoring bar.

[0007] In addition, preferably, the manganese plate anchoring bars are in a shape of a Chinese character '。

[0008] The middle part of the Chinese character'is a fixed part, and the fixed part is fixed with the corresponding beam top manganese plate.

[0009] In addition, preferably, the upper part and the lower part of the Chinese character'are both fixed with the beam interior anchoring bars.

[0010] In addition, preferably, the beam interior anchoring bars are in an inverted U-shaped structure, comprising a top end, an inclined segment connected with both ends of the top end, and a pre-buried part connected with the inclined segment, wherein,

[0011] The inclined segment is parallel to the beam top manganese plate, and the inclined segment is mutually anchored with the upper part of the Chinese character '.

[0012] In addition, preferably, the upper part of the pre-buried part is mutually anchored with the lower part of the Chinese character '.

[0013] In addition, preferably, the thickness of the beam top manganese plate is 20mm±1mm.

[0014] In addition, preferably, the manganese plate anchoring rib and the anchoring rib in the beam are welded by steel bars with a diameter of 18 mm.

[0015] In addition, preferably, the anchoring area is filled with C40 concrete.

[0016] From the above technical solution, the beam top manganese plate embedded part anchoring assembly provided by the application solves the problem of difficult operation in the welding construction of the existing anchoring mode by mutual anchoring of the manganese plate anchoring rib and the anchoring rib in the beam in the anchoring area.

[0017] To the accomplishment of the foregoing and related ends, one or more aspects of the application comprise the features hereinafter fully described and illustrated in the accompanying drawings. These and other aspects, features, and advantages of the application will become apparent to those of ordinary skill in the art from a review of the following description, taken in conjunction with the accompanying drawings. In the drawings that follow, like reference numerals will be used to describe similar, corresponding, or analogous components in which: BRIEF DESCRIPTION OF DRAWINGS

[0018] Other objects and advantages of the application will become apparent to those skilled in the art from a review of the ensuing detailed description, taken in conjunction with the accompanying drawings, in which:

[0019] Figure 1 、 2 are respectively schematic diagrams of a beam top manganese plate embedded part anchoring assembly according to an embodiment of the application.

[0020] Figure 3 is a structural schematic diagram of a manganese plate anchoring rib according to an embodiment of the application.

[0021] The reference signs in the drawings include: 1, first manganese plate, 2, second manganese plate, 3, first manganese plate anchoring rib, 4, second manganese plate anchoring rib, 5, anchoring rib in beam, 6, concrete, 31, first anchoring rib fixing part, 32, lower part of first anchoring rib, 33, upper part of first anchoring rib, 41, second anchoring rib fixing part, 42, lower part of second anchoring rib, 43, upper part of second anchoring rib, 51, top end, 52, first inclined section, 53, first embedded part, 54, second inclined section, 55, second embedded part.

[0022] The same reference signs in all the drawings indicate similar or corresponding features or functions. DETAILED DESCRIPTION

[0023] In the following description, for purposes of explanation, numerous specific details are set forth in order to provide a thorough understanding of one or more embodiments. It can be evident, however, that such embodiment(s) can be practiced without these specific details. In other instances, well-known structures and devices are shown in block diagram form in order to facilitate describing one or more embodiments.

[0024] In the description of the present application, it needs to be understood that the terms "center", "longitudinal", "transverse", "length", "width", "thickness", "upper", "lower", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", "axial", "radial", "circumferential" and the like indicate the orientation or positional relationship based on the orientation or positional relationship shown in the drawings, and are only for the convenience of describing the present application and simplifying the description, and therefore cannot be understood as indicating or implying that the devices or elements referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore cannot be understood as limiting the present application.

[0025] In view of the operation difficulty of the existing anchoring mode in the welding construction, the present application provides a beam top manganese plate embedded part anchoring assembly.

[0026] The specific embodiments of the present application will be described in detail below with reference to the accompanying drawings.

[0027] In order to illustrate the structure of the beam top manganese plate embedded part anchoring assembly provided by the present application, Figures 1 to 3 The structure of the beam top manganese plate embedded part anchoring assembly is exemplarily indicated from different angles, specifically, Figure 1 、 2 The structure of the beam top manganese plate embedded part anchoring assembly according to the embodiments of the present application is respectively shown; Figure 3 The structure of the manganese plate anchoring rib according to the embodiments of the present application is shown.

[0028] As Figures 1 to 3 shown, the beam top manganese plate embedded part anchoring assembly provided by the present application is fixed on the beam top respectively, the beam top manganese plate is fixed on the beam top through the anchoring assembly, an anchoring area is formed in the interior of the beam top, the anchoring assembly comprises a manganese plate anchoring rib fixed with the beam top manganese plate and a beam interior anchoring rib fixed in the interior of the beam top, wherein the manganese plate anchoring rib and the beam interior anchoring rib are mutually anchored in the anchoring area.

[0029] The manganese plate anchoring rib is correspondingly arranged with the beam top manganese plate, and each beam top manganese plate corresponds to one manganese plate anchoring rib. Figure 1 And Figure 2In the embodiment shown, the first beam top manganese plate 1 and the second beam top manganese plate 2 are covered on the beam top, and the first beam top manganese plate 1 is fixed on the beam top by the first manganese plate anchoring rib 3, and the second beam top manganese plate 2 is fixed on the beam top by the second manganese plate anchoring rib 4.

[0030] The manganese plate anchoring rib is in a shape of a Chinese character 'Fang', the middle part of the Chinese character 'Fang' is a fixed part, and the fixed part is fixed with the corresponding beam top manganese plate. The upper part and the lower part of the Chinese character 'Fang' are fixed with the beam inner anchoring rib.

[0031] In the embodiment shown, Figure 1 and Figure 2 In the embodiment shown, the first manganese plate anchoring rib 3 comprises a first anchoring rib fixed part 31, a first anchoring rib lower part 32 and a first anchoring rib upper part 33, wherein the first anchoring rib fixed part 31 is fixed with the first beam top manganese plate 1, and the first anchoring rib lower part 32 and the first anchoring rib upper part 33 are both fixed with the beam inner anchoring rib 5. The second manganese plate anchoring rib 4 comprises a second anchoring rib fixed part 41, a second anchoring rib lower part 42 and a second anchoring rib upper part 43, wherein the second anchoring rib fixed part 41 is fixed with the second beam top manganese plate 2, and the second anchoring rib lower part 42 and the second anchoring rib upper part 43 are both fixed with the beam inner anchoring rib 5.

[0032] In the embodiment of the present application, the beam inner anchoring rib 5 is in an inverted U-shaped structure, comprising a top end 51, two inclined sections (a first inclined section 52 and a second inclined section 54) connected to both ends of the top end 51, and a pre-buried part connected to the inclined sections, wherein the inclined sections are parallel to the beam top manganese plate, and the inclined sections are mutually anchored with the upper part of the Chinese character 'Fang' structure.

[0033] In the embodiment shown, Figure 2 In the embodiment shown, the first inclined section 52 is connected with the first pre-buried part 53, and the second inclined section 54 is connected with the second pre-buried part 55, wherein the first inclined section is parallel to the first beam top manganese plate, and the first inclined section is mutually anchored with the first anchoring rib upper part 33, and the second inclined section is parallel to the second beam top manganese plate, and the second inclined section is mutually anchored with the second anchoring rib upper part 43.

[0034] The upper part of the pre-buried part is mutually anchored with the lower part of the Chinese character 'Fang' structure. That is, the upper part of the first pre-buried part 53 is mutually anchored with the first anchoring rib lower part 32, and the upper part of the second pre-buried part 55 is mutually anchored with the second anchoring rib lower part 42.

[0035] In addition, in the embodiment of the present application, the thickness of the beam top manganese plate is 20mm±1mm. The manganese plate anchoring rib and the beam inner anchoring rib are both welded by steel bars with a diameter of 18mm. The anchoring area is filled with C40 concrete.

[0036] That is, the filling area is formed as an anchoring area, the anchoring rib in the beam and the anchoring rib of the manganese plate are mutually anchored in the filling area. The anchoring rib in the beam is set as an inverted U-shaped anchoring rib, which is vertically anchored in the beam, and the anchoring rib of the manganese plate is horizontally set after being welded with the manganese plate; the vertical anchoring rib of the manganese plate and the vertical anchoring rib of the U-shaped beam are mutually anchored in the filling area.

[0037] As can be seen from the above embodiments, the anchoring assembly of the beam top manganese plate embedded part provided by the present application solves the problem of difficult operation in the welding construction of the existing anchoring mode by mutually anchoring the anchoring rib of the manganese plate and the anchoring rib in the beam in the anchoring area. The anchoring assembly provided by the present application is simple in construction and low in cost, thereby saving a large amount of manpower and a large amount of welding work.

[0038] The anchoring assembly of the beam top manganese plate embedded part provided by the present application is described above with reference to the accompanying drawings in an exemplary manner. However, those skilled in the art should understand that various improvements can be made to the anchoring assembly of the beam top manganese plate embedded part provided by the present application without departing from the content of the present application. Therefore, the protection scope of the present application should be determined by the content of the appended claims.

Claims

1. A beam top manganese sheet embedded anchor assembly for fixing a beam top manganese sheet to a beam top, the beam top manganese sheet being fixed to the beam top, respectively, and the beam top manganese sheet being fixed to the beam top by the anchor assembly, and an anchor area being formed in the inside of the beam top, characterized in that, The anchoring assembly comprises manganese plate anchoring bars fixed with the beam top manganese plates and beam inner anchoring bars fixed inside the beam top, ​ The beam inner anchoring bars are arranged in the shape of inverted U-shaped inserted bars and are anchored vertically into the beam, and the manganese plate anchoring bars are arranged horizontally after being welded with the beam top manganese plates; the horizontally arranged manganese plate anchoring bars and the vertically arranged inverted U-shaped beam inner anchoring bars are mutually anchored in the anchoring area; The manganese plate anchoring bars are in the shape of a Chinese character "fang", and the upper part and the lower part of the Chinese character "fang" are fixed with the beam inner anchoring bars; The beam inner anchoring bars comprise top ends, inclined sections connected with both ends of the top ends, and pre-buried parts connected with the inclined sections, the inclined sections are mutually anchored with the upper part of the Chinese character "fang", and the upper part of the pre-buried parts is mutually anchored with the lower part of the Chinese character "fang".

2. The beam top manganese plate embedded part anchoring assembly according to claim 1, wherein The manganese plate anchoring bars are arranged correspondingly with the beam top manganese plates, and each beam top manganese plate corresponds to one manganese plate anchoring bar.

3. The beam top manganese plate embedded part anchoring assembly according to claim 2, wherein The middle part of the Chinese character "fang" is a fixed part, and the fixed part is mutually fixed with the corresponding beam top manganese plate.

4. The beam top manganese plate embedded part anchoring assembly according to claim 3, wherein The inclined sections are parallel with the beam top manganese plates.

5. The beam top manganese plate embedded part anchoring assembly according to claim 1, wherein The thickness of the beam top manganese plates is 20mm±1mm.

6. The beam top manganese plate embedded part anchoring assembly according to claim 1, wherein The manganese plate anchoring bars and the beam inner anchoring bars are welded by steel bars with a diameter of 18mm.

7. The beam top manganese plate embedded part anchoring assembly according to claim 1, wherein The anchoring area is filled with C40 concrete.

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