CN219219379U

CN219219379U - Energy-saving steel structure unit

Info

Publication number: CN219219379U
Application number: CN202222736408.8U
Authority: CN
Inventors: 李芝琴
Original assignee: Safe Electric Power Industrial Co ltd Of Jiangsu Nine
Current assignee: Safe Electric Power Industrial Co ltd Of Jiangsu Nine
Priority date: 2022-10-18
Filing date: 2022-10-18
Publication date: 2023-06-20
Anticipated expiration: 2032-10-18

Abstract

The utility model relates to the technical field of steel structures, in particular to an energy-saving steel structure unit which comprises clamping plates, wherein the clamping plates are respectively positioned at two sides of one end of a horizontal beam, a cushion layer is arranged at the joint of the horizontal beam and the clamping plates, locking bolts penetrate through the interior of the cushion layer, a pressing plate is attached to the outer side of each clamping plate, vertical beams are fixedly connected between the clamping plates, the clamping plates are connected with the vertical beams through the locking bolts and the fixing battens, diagonal rods are arranged at two sides of each vertical beam, the improved steel structure unit can directly increase the thickness value of the joint of the horizontal beam and the clamping plates, the bearing capacity of the clamping plates can be improved through the indirect improvement, the bearing area of the joint of the vertical beams and the clamping plates can be increased through the fixing battens, and the diagonal rods inclined at 45 degrees can form an oblique angle auxiliary supporting effect in the splicing process between the steel structure units.

Description

Energy-saving steel structure unit

Technical Field

The utility model relates to the technical field of steel structures, in particular to an energy-saving steel structure unit.

Background

The steel structure is a structure composed of steel materials, is one of main building structure types, mainly comprises steel beams, steel columns, steel trusses and other components made of steel sections, steel plates and the like, adopts the rust removal and rust prevention processes of silanization, pure manganese phosphating, washing, drying, galvanization and the like, is connected with each component or part by adopting welding seams, bolts or rivets, is light in dead weight and simple to construct, is widely applied to the fields of large-scale plants, venues, super high floors and the like, is more common in the construction process of steel structure frames, and is used for temporarily assembling large-span steel structures, beams, trusses, supports and other steel components manufactured in a segmented mode and multi-layer steel frame structures, in particular steel shell structures and the like manufactured and supplied by high-strength bolts in a segmented mode, and is subjected to integral or segmented and layered temporary assembly operation before delivery.

The inventors found that the following problems exist in the prior art in the process of implementing the present utility model: 1. most of the prior steel structure units are formed by a plurality of groups of spliced structures, and each unit element is installed and connected through a common bolt; 2. the bearing surface is smaller due to the condition of insufficient contact surface between the common single elements, so that the bearing capacity of the whole steel structure unit is insufficient, the external volume of the steel structure is required to be increased if the bearing surface is required to be increased, more raw material support is required, and the use requirement of people cannot be well met.

Disclosure of Invention

The utility model aims to provide an energy-saving steel structure unit for solving the problems in the background art. In order to achieve the above purpose, the present utility model provides the following technical solutions: the utility model provides an energy-conserving steel construction unit, includes splint, splint are located the both sides of horizontal beam one end respectively, the junction of horizontal beam and splint is equipped with the bed course, and the inside of bed course runs through there is the locking bolt, the outside laminating of splint has the clamp plate, fixedly connected with perpendicular roof beam between the splint, and be connected through locking bolt and fixed layering between splint and the perpendicular roof beam, the both sides of perpendicular roof beam are equipped with the diagonal bar.

Further preferably, the horizontal beam and the vertical beam are vertical, and the horizontal beam and the vertical beam are both I-shaped steel structures.

Further preferably, two sides of the cushion layer are respectively attached to the horizontal beam and the clamping plate.

Further preferably, the outer dimensions of the platen are consistent with the outer dimensions of the blanket.

Further preferably, two ends of the fixed pressing strip are respectively connected with the clamping plate and the vertical beam through locking bolts.

Further preferably, the inclined rods are symmetrically distributed about the vertical center line of the vertical beam, and the inclination of the inclined rods is 45 degrees.

Compared with the prior art, the utility model has the beneficial effects that:

in the utility model, the vertical beams and the horizontal beams which are vertically distributed form a basic frame structure of the steel structure unit, and both sides of the ends of the horizontal beams and the vertical beams are wrapped and fixed through the clamping plates, so that the coplanarity between the horizontal beams and the vertical beams is kept, the thickness value of the joint of the horizontal beams and the clamping plates can be directly increased by the cushion layer, and the bearing capacity of the joint of the horizontal beams and the clamping plates is indirectly improved.

According to the utility model, the pressure bearing capacity of the clamping plate can be improved by the pressure plate, the stress area of the connecting part of the vertical beam and the clamping plate can be increased by the fixed pressing bar, and the inclined rod inclined at 45 degrees can form an inclined angle auxiliary supporting effect in the splicing process between the steel structure units.

Drawings

FIG. 1 is a schematic elevational view of the present utility model;

FIG. 2 is a schematic side view of the present utility model;

fig. 3 is a schematic diagram of the front internal structure of the present utility model.

In the figure: 1. a clamping plate; 2. a horizontal beam; 3. a cushion layer; 4. a locking bolt; 5. a pressing plate; 6. a vertical beam; 7. fixing the pressing strip; 8. and (5) a diagonal rod.

Detailed Description

The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which are obtained by a worker of ordinary skill in the art without creative efforts, are within the protection scope of the present utility model based on the embodiments of the present utility model.

Referring to fig. 1 to 3, the present utility model provides a technical solution: the utility model provides an energy-conserving steel construction unit, includes splint 1, splint 1 is located the both sides of 2 one ends of horizontal beam respectively, and the junction of horizontal beam 2 and splint 1 is equipped with bed course 3, and runs through in the inside of bed course 3 has locking bolt 4, and the laminating of the outside of splint 1 has clamp plate 5, fixedly connected with vertical beam 6 between splint 1, and is connected through locking bolt 4 and fixed layering 7 between splint 1 and the vertical beam 6, and the both sides of vertical beam 6 are equipped with diagonal bar 8.

In this embodiment, as shown in fig. 1 and 3, the horizontal beam 2 and the vertical beam 6 are perpendicular to each other, and the horizontal beam 2 and the vertical beam 6 are both i-steel structures; the

vertical beams

2 and 6 which are vertically distributed form a basic frame structure of the steel structural unit, and both sides of the ends of the

horizontal beams

2 and 6 are wrapped and fixed by the clamping plates 1, so that the coplanarity between the

horizontal beams

2 and 6 is kept.

In this embodiment, as shown in fig. 2, two sides of the cushion layer 3 are respectively attached to the horizontal beam 2 and the clamping plate 1; the thickness value of the connecting part of the horizontal beam 2 and the clamping plate 1 can be directly increased by the cushion layer 3, so that the bearing capacity of the connecting part is indirectly improved.

In this embodiment, as shown in fig. 1 and 3, the outer dimensions of the pressing plate 5 are identical to the outer dimensions of the cushion layer 3; the pressure plate 5 can improve the pressure bearing capacity of the clamping plate 1 itself.

In the embodiment, as shown in fig. 2, two ends of a fixed pressing strip 7 are respectively connected with a clamping plate 1 and a vertical beam 6 through locking bolts 4; the fixed pressing strip 7 can increase the stress area of the joint of the vertical beam 6 and the clamping plate 1.

In this embodiment, as shown in fig. 1 and 3, the diagonal rods 8 are symmetrically distributed about the vertical center line of the vertical beam 6, and the inclination of the diagonal rods 8 is 45 °; the 45 ° inclined diagonal rods 8 can form a diagonal auxiliary support during the splicing between the steel structural units.

The application method and the advantages of the utility model are as follows: when the energy-saving steel structure unit is used, the working process is as follows:

as shown in fig. 1, 2 and 3, the horizontal beam 2 and the vertical beam 6 which are vertically distributed form a basic frame structure of the steel structural unit, and both sides of the ends of the horizontal beam 2 and the vertical beam 6 are wrapped and fixed by the clamping plates 1, so that the coplanarity between the horizontal beam 2 and the vertical beam 6 is kept, the thickness value of the joint of the horizontal beam 2 and the clamping plates 1 can be directly increased by the cushion layer 3, the bearing capacity of the joint between the horizontal beam 2 and the clamping plates 1 can be indirectly improved, the pressure bearing capacity of the clamping plates 1 can be improved by the pressure plates 5, the bearing area of the joint between the vertical beam 6 and the clamping plates 1 can be increased by the fixing pressing strips 7, and the inclined rods 8 inclined at 45 degrees can form an oblique angle auxiliary supporting effect in the splicing process between the steel structural units.

The foregoing has shown and described the basic principles, principal features and advantages of the utility model. It will be understood by those skilled in the art that the present utility model is not limited to the above-described embodiments, and that the above-described embodiments and descriptions are only preferred embodiments of the present utility model, and are not intended to limit the utility model, and that various changes and modifications may be made therein without departing from the spirit and scope of the utility model as claimed. The scope of the utility model is defined by the appended claims and equivalents thereof.

Claims

1. Energy-conserving steel construction unit, including splint (1), its characterized in that: the clamping plates (1) are respectively located at two sides of one end of the horizontal beam (2), cushion layers (3) are arranged at the joints of the horizontal beam (2) and the clamping plates (1), locking bolts (4) penetrate through the cushion layers (3), pressing plates (5) are attached to the outer sides of the clamping plates (1), vertical beams (6) are fixedly connected between the clamping plates (1), the clamping plates (1) are connected with the vertical beams (6) through the locking bolts (4) and fixing pressing strips (7), and diagonal rods (8) are arranged at two sides of the vertical beams (6).

2. An energy efficient steel structural unit according to claim 1, wherein: the horizontal beam (2) is perpendicular to the vertical beam (6), and the horizontal beam (2) and the vertical beam (6) are both I-shaped steel structures.

3. An energy efficient steel structural unit according to claim 1, wherein: and two sides of the cushion layer (3) are respectively attached between the horizontal beam (2) and the clamping plate (1).

4. An energy efficient steel structural unit according to claim 1, wherein: the outer dimensions of the pressing plate (5) are consistent with the outer dimensions of the cushion layer (3).

5. An energy efficient steel structural unit according to claim 1, wherein: two ends of the fixed pressing strip (7) are respectively connected with the clamping plate (1) and the vertical beam (6) through the locking bolts (4).

6. An energy efficient steel structural unit according to claim 1, wherein: the inclined rods (8) are symmetrically distributed about the vertical center line of the vertical beam (6), and the inclination of the inclined rods (8) is 45 degrees.