CN218522286U

CN218522286U - Shelve formula design platform of unloading

Info

Publication number: CN218522286U
Application number: CN202222494623.1U
Authority: CN
Inventors: 李勇军; 张澄铎; 郑泽乔; 廖志钻; 郭振东; 叶展鹏; 洪派钦
Original assignee: Guangdong Construction Engineering Group Co Ltd
Current assignee: Guangdong Construction Engineering Group Co Ltd
Priority date: 2022-09-20
Filing date: 2022-09-20
Publication date: 2023-02-24
Anticipated expiration: 2032-09-20

Abstract

The utility model discloses a shelve formula design platform of unloading relates to construction technical field, and it includes: the steel structure outer frame is partially connected to the outer side wall of the core barrel and comprises a plurality of steel columns and a plurality of steel beams which are vertically arranged at intervals, wherein the steel beams are mutually connected to form a horizontal supporting surface, and two sides of the horizontal supporting surface are respectively fixed on the steel columns and the core barrel; and a shaping unloading platform is arranged above the horizontal supporting surface. The utility model discloses a girder steel forms a horizontal holding surface between a core section of thick bamboo and steel column, through setting up the design platform of unloading in horizontal holding surface top to realize that the material transports.

Description

Shelve formula design platform of unloading

Technical Field

The utility model relates to a construction technical field, concretely relates to shelve formula design platform of unloading.

Background

The structural mode that modern super high-rise building generally adopted is core section of thick bamboo concrete structure and steel construction frame structure, along with the continuous construction of core section of thick bamboo concrete structure, the perpendicular transportation of turnover material is corresponding to be increased, it is used for bearing material and material turnover to need to set up the platform of unloading, the platform of unloading is the steel pipe and sets up the console mode and adopts the fixed formula of encorbelmenting of pre-buried U type clamping ring reinforcing bar and cable to unload the platform, this two kinds of traditions are unloaded the platform installation and are more complicated, be unsuitable for the structural construction of core section of thick bamboo concrete structure and steel construction frame structure type.

SUMMERY OF THE UTILITY MODEL

Not enough to prior art, the utility model provides a shelve formula design platform of unloading, it forms a horizontal support face through the girder steel between a core section of thick bamboo and steel column, unloads the platform through setting up the design above the horizontal support face to realize that the material transports.

In order to achieve the above object, the utility model discloses can adopt following technical scheme to go on:

a shelved modular discharge platform, comprising:

a core barrel;

the outer steel structure frame is partially connected to the outer side wall of the core barrel and comprises a plurality of steel columns and a plurality of steel beams which are vertically arranged at intervals,

the steel beams are connected with each other to form a horizontal supporting surface, and two sides of the horizontal supporting surface are respectively fixed on the steel columns and the core barrel; and a shaping unloading platform is arranged above the horizontal supporting surface.

The shelving type shaping and discharging platform is characterized in that the shaping and discharging platform is provided with a framework formed by connecting channel steel and I-shaped steel, a patterned steel plate is arranged on the upper top surface of the framework, and a protective railing is arranged on the periphery of the framework.

The shelving type shaping unloading platform is characterized in that the steel beams are perpendicular to the outer side wall of the core barrel, and the framework is connected with a shaping clamping plate which is abutted to the two adjacent steel beams.

The shelving type shaping unloading platform is characterized in that the periphery of the framework is connected with double-channel steel, and the shaping clamping plate is connected to the double-channel steel.

The shelving type shaping unloading platform is characterized in that the double-channel steel connected with the shaping clamping plate is provided with a plurality of fixing holes, and the fixing holes are distributed at intervals towards the center direction along two ends of the double-channel steel.

The shelving type shaping and unloading platform is characterized in that the two shaping clamping plates and the fixing holes are clamped on the inner side of the steel beam in a matched mode.

The shelving type shaping and unloading platform further comprises two shaping clamping plates and fixing holes which are matched and clamped on the outer sides of the steel beams.

According to the resting type shaping unloading platform, the guard rail is detachably connected with the framework.

According to the laying type shaping unloading platform, the type number of the I-shaped steel is 10, and the thickness of the patterned steel plate is 5mm.

According to the shelving type shaping unloading platform, the shaping clamping plate is an L-shaped shaping clamping plate, the long edge of the L-shaped shaping clamping plate is 600mm, the wide edge of the L-shaped shaping clamping plate is 250mm, and the connection width of the shaping clamping plate and the double-channel steel is 50mm.

Compared with the prior art, the utility model, its beneficial effect lies in: the utility model discloses a girder steel forms a horizontal holding surface between a core section of thick bamboo and steel column, through setting up the design platform of unloading in horizontal holding surface top to realize that the material transports. In addition, the platform of unloading will stereotype through the design cardboard and fix on the girder steel, can increase the torsional capacity of platform along the girder steel direction to guarantee the holistic stability of platform and antidumping power.

Drawings

In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings needed to be used in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present application, and it is obvious for those skilled in the art that other drawings can be obtained according to these drawings without creative efforts.

FIG. 1 is a perspective view showing the overall structure of a shelving type shaping and unloading platform according to an embodiment of the present invention;

FIG. 2 is a schematic view of the inner side of a clamping steel beam of the shelving type shaping unloading platform according to the embodiment of the present invention;

fig. 3 is a schematic view of a platform structure of a shelving type shaping unloading platform according to an embodiment of the present invention;

FIG. 4 is a schematic view of a connection between a clamping plate and a fixing hole of a shelving type shaping unloading platform according to an embodiment of the present invention;

FIG. 5 is a schematic view of the outer side of a clamping plate clamping steel beam of the shelving type shaping unloading platform according to the embodiment of the present invention;

wherein, 1, a core tube; 2. a steel structure outer frame; 21. a steel column; 22. a steel beam; 3. a shaping unloading platform; 31. a framework; 311. double channel steel; 312. i-shaped steel; 313. a patterned steel plate; 32. a guard rail; 4. sizing the clamping plate; 5. and (7) fixing 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. All other embodiments obtained by a person of ordinary skill in the art based on the embodiments in the present application without making any creative effort belong to the protection scope of the present application.

The embodiment is as follows:

it should be noted that the terms "first," "second," and the like in the description and claims of the present invention 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 is to be understood that the data so used is interchangeable under appropriate circumstances such that the embodiments of the invention described herein are capable of operation in other sequences than those illustrated or described herein. Furthermore, the terms "comprises," "comprising," and "having," and any variations thereof, of embodiments of the present invention are intended to cover non-exclusive inclusions, 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.

It will be understood that the terms "central," "longitudinal," "transverse," "length," "width," "thickness," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," "clockwise," "counterclockwise," "axial," "radial," "circumferential," and the like are used in an orientation or positional relationship indicated in the drawings for convenience in describing and simplifying the invention, and do not indicate or imply that the device or element so referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus should not be considered as limiting the invention.

In the description of the present invention, "a plurality" means at least two, e.g., two, three, etc., unless specifically limited otherwise. Furthermore, unless expressly stated or limited otherwise, the terms "mounted," "connected," and "coupled" are to be construed broadly and encompass, for example, both fixed and removable coupling as well as integral coupling; 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.

In the present application, unless expressly stated or limited otherwise, a first feature "on" or "under" a second feature may be directly contacting the second feature or the first and second features may be indirectly contacting the second feature through intervening media. Also, a first feature "on," "over," and "above" a second feature may be directly or diagonally above the second feature, or may simply indicate that the first feature is at a higher level than the second feature. A first feature being "under," "below," and "beneath" a second feature may be directly under or obliquely under the first feature, or may simply mean that the first feature is at a lesser elevation than the second feature.

Referring to fig. 1 to 5, the utility model discloses a girder steel 22 forms a horizontal support face between a core section of thick bamboo 1 and steel column 21, through set up design platform 3 of unloading above the horizontal support face to realize that the material transports. In addition, will design platform 3 of unloading through design cardboard 4 and fix on girder steel 22, can increase the torsion resistance of platform along girder steel 22 direction to guarantee the holistic stability of platform and antidumping power.

With reference to fig. 1, fig. 1 shows a shelved shaped unloading platform 3, which may comprise: the core tube comprises a core tube 1 and a steel structure outer frame 2, wherein the steel structure outer frame 2 is partially connected to the outer side wall of the core tube 1, the steel structure outer frame 2 comprises a plurality of steel columns 21 and a plurality of steel beams 22 which are vertically arranged at intervals, the steel beams 22 are mutually connected to form a horizontal supporting surface, and two sides of the horizontal supporting surface are respectively fixed on the steel columns 21 and the core tube 1; and a shaping unloading platform 3 is arranged above the horizontal supporting surface.

In this embodiment, a horizontal supporting surface is formed between the core cylinder 1 and the steel column 21 through a plurality of steel beams 22, and the material transfer is realized by arranging a shaping unloading platform 3 for bearing the material and transferring the material above the horizontal supporting surface. Because the construction of 1 concrete structure of a core section of thick bamboo is accomplished the back, steel column 21 and girder steel 22 construction need be carried out immediately to the steel construction engineering, and the turnover material of a core section of thick bamboo 1 needs to be transported to the operation layer immediately, adopts traditional platform of unloading then can influence the progress of structure construction, consequently, the utility model discloses a set up design platform 3 of unloading in the top of horizontal holding surface for carry out the material and transport, can accelerate the progress of construction.

As an alternative implementation manner, in some embodiments, the shaped discharging platform 3 has a framework 31 formed by connecting channel steel and i-steel 312, a patterned steel plate 313 is arranged on the upper top surface of the framework 31, and a guard rail 32 is installed on the periphery of the framework 31.

Specifically, referring to fig. 3, the shaped discharging platform 3 has a framework 31 formed by connecting channel steel and i-steel 312, wherein the channel steel is a long steel material with a groove-shaped cross section, the i-steel 312 is a long steel material with an i-shaped cross section, and the specification of the i-steel 312 is expressed by a centimeter value of waist width, in this embodiment, the i-steel 312 is preferably a number 10 i-steel, that is, the waist width is 10cm. The upper top surface of the framework 31 is provided with a pattern steel plate 313, wherein the pattern steel plate 313 is a steel plate with a diamond shape or a protruded ridge on the surface, in the scheme, the thickness of the pattern steel plate 313 is preferably 5mm, the anti-skid capacity of the sizing discharging platform 3 can be improved by arranging the pattern steel plate 313, the material on the sizing discharging platform 3 is prevented from sliding down, and therefore the construction safety is improved. In addition, the periphery of skeleton 31 can be dismantled and is connected with guard rail 32, and it can conveniently stereotype the interior material of platform 3 of unloading and get and put, also can improve the security of the platform 3 of unloading of stereotyping. In this embodiment, design platform of unloading 3 adopts 10 # I-steel, channel-section steel and decorative pattern steel plate 313 combination to form skeleton 31, and the peripheral activity sets up guard rail 32, during the installation, adopts the project tower crane to hoist to the position of using to fix on girder steel 22 with design cardboard 4, assemble guard rail 32 according to the protection requirement, overall structure is simple, and is fixed firm.

As an alternative embodiment, referring to fig. 2-5, in some embodiments, a plurality of steel beams 22 are disposed perpendicular to the outer side wall of the core barrel 1, and the framework 31 is connected with a fixing clip plate 4 abutting two adjacent steel beams 22. Furthermore, the periphery of the framework 31 is connected with a double-channel steel 311, and the shaping clamping plate 4 is connected to the double-channel steel 311.

In this embodiment, because the platform 3 of unloading of stereotyping relies on two structure girder steels 22 to support, both sides still have local encorbelment, in order to guarantee the security and the stability of the platform 3 of unloading of stereotyping, so connect double channel steel 311 in the platform outside perpendicular to girder steel 22, the inboard channel steel is as the platform structure, the outside channel steel is as the safe fixed knot structure of platform, and set up a plurality of fixed orificess 5 on the outside channel steel, fixed orificess 5 is to central direction interval distribution along the both ends of double channel steel 311, preferably, the diameter of fixed orifices 5 is 20mm, the interval is 100mm, design cardboard 4 adopts the M18 screw rod to be fixed in on the outside fixed knot constructs the channel steel, and utilize the rectangular slotted hole fine setting position on the design cardboard 4 to press from both sides tight girder steel 22, thereby form and carry out the lateral force to girder steel 22 both sides, increase the antitorque ability of the platform 3 of unloading of stereotyping along the girder steel 22 direction, and then restraint the dead weight and the bearing capacity of platform all perpendicular to girder steel 22, promote platform holistic stability and the antidumping power greatly.

Further, in the above embodiment, the two sizing clamps 4 and the fixing holes 5 can be clamped on the inner side of the steel beam 22 in a matching manner, as shown in fig. 2. In another embodiment, the two sizing clamps 4 and the fixing holes 5 can be clamped on the outer side of the steel beam 22 cooperatively, as shown in fig. 5.

As an optional implementation manner, in some embodiments, the shaping card 4 is an L-shaped shaping card 4, the long side of the L-shaped shaping card 4 is 600mm, the wide side of the L-shaped shaping card 4 is 250mm, and the thickness of the L-shaped shaping card 4 is 10mm, and the connection width of the shaping card 4 and the double-channel steel 311 is 50mm.

In the description herein, references to the description of the term "one embodiment," "some embodiments," "an example," "a specific example," or "some examples," etc., mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above are not necessarily intended to refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples. Furthermore, various embodiments or examples and features of different embodiments or examples described in this specification can be combined and combined by one skilled in the art without contradiction.

The above embodiments are only for illustrating the technical concept and features of the present invention, and the purpose thereof is to enable those skilled in the art to understand the contents of the present invention and to implement the present invention, which cannot limit the protection scope of the present invention. All equivalent changes and modifications made according to the spirit of the present invention should be covered by the protection scope of the present invention.

Claims

1. The utility model provides a shelve formula design platform of unloading which characterized in that includes:

a core barrel (1);

the outer steel structure frame (2) is partially connected to the outer side wall of the core barrel (1), the outer steel structure frame (2) comprises a plurality of steel columns (21) and a plurality of steel beams (22) which are vertically arranged at intervals, the outer steel structure frame comprises a plurality of steel rods (21),

the steel beams (22) are connected with each other to form a horizontal supporting surface, and two sides of the horizontal supporting surface are respectively fixed on the steel column (21) and the core barrel (1); and a shaping unloading platform (3) is arranged above the horizontal supporting surface.

2. The shelving type shaping and discharging platform as defined by claim 1, wherein the shaping and discharging platform (3) is provided with a framework (31) formed by connecting channel steel and I-shaped steel (312) with each other, the upper top surface of the framework (31) is provided with a pattern steel plate (313), and the periphery of the framework (31) is provided with a guard rail (32).

3. A rest type shaping and unloading platform according to claim 2, wherein a plurality of steel beams (22) are arranged perpendicular to the outer side wall of the core barrel (1), and the framework (31) is connected with shaping clamping plates (4) which are abutted with two adjacent steel beams (22).

4. The shelving type shaping and discharging platform is characterized in that a double-channel steel (311) is connected to the periphery of the framework (31), and the shaping clamping plate (4) is connected to the double-channel steel (311).

5. The shelving type shaping and discharging platform as defined by claim 4, wherein the double-channel steel (311) connected with the shaping clamping plate (4) is provided with a plurality of fixing holes (5), and the fixing holes (5) are distributed along two ends of the double-channel steel (311) at intervals towards the center direction.

6. A rest type shaped discharge platform according to claim 5, characterized in that the two shaped clamping plates (4) and the fixing holes (5) are clamped on the inner side of the steel beam (22) in a matching way.

7. A rest type shaped unloading platform according to claim 5, wherein the two shaped clamping plates (4) and the fixing holes (5) are clamped on the outer side of the steel beam (22) in a matching way.

8. A set-up form-discharge platform according to claim 2, characterized in that the guard rail (32) is detachably connected to the framework (31).

9. The laying type sizing and discharging platform according to claim 2, wherein the I-shaped steel (312) is 10-size, and the pattern steel plate (313) is 5mm thick.

10. A shelving type shaping and discharging platform according to claim 5, wherein the shaping clamping plate (4) is an L-shaped shaping clamping plate, the long side of the L-shaped shaping clamping plate is 600mm, the wide side of the L-shaped shaping clamping plate is 250mm, and the connection width of the shaping clamping plate (4) and the double-channel steel (311) is 50mm.