CN202925954U

CN202925954U - Steel structure factory building assembly

Info

Publication number: CN202925954U
Application number: CN 201220642800
Authority: CN
Inventors: 吴朝光
Original assignee: Future (xuzhou) Energy Saving Building System Co Ltd
Current assignee: Future (xuzhou) Energy Saving Building System Co Ltd
Priority date: 2012-11-29
Filing date: 2012-11-29
Publication date: 2013-05-08
Anticipated expiration: 2022-11-29

Abstract

The utility model discloses a steel structure factory building assembly, which comprises steel columns and steel beams, wherein the upper ends of the steel columns are connected with the steel beams; the steel columns are segmented steel columns; the steel beams are honeycomb H-shaped steel beams; the segmented steel columns comprise lower standard segments and upper standard segments; the upper ends of the lower standard segments are connected with the lower ends of the upper standard segments; the upper ends of the upper standard segments are connected with the lower ends of corbel composite segments; the upper ends of the corbel composite segments are connected with the lower ends of upper joint composite sub-segments; the upper ends of the upper joint composite sub-segments are connected with the honeycomb H-shaped steel beams; in the honeycomb H-shaped steel beams, web plates of the H-shaped steel beams are connected with wing plates by welding; and singles sides of the web plates are provided with holes, so that a honeycomb is formed. During manufacturing of the steel columns, a large quantity of members are not overturned, so that the production efficiency is high. The steel beams are honeycomb H-shaped steel beams, so that the unit steel consumption is low. The delivery loading tonnage of the steel columns is increased, the production efficiency of a steel column assembly line is increased, and the steel consumption of the steel beams is lowered.

Description

Steel-structured Factory Building Assembly

Technical field

The utility model relates to a kind of steel building, especially a kind of steel-structure factory building.

Background technology

At present, in steel-structure factory building, steel column adopts whole H steel column substantially, steel column bottom welding column base plate, the driving bracket is welded on H type post body, and its structure makes the steel column wider width, simultaneously steel column when making because needs add the welding column base plate, the driving bracket causes a large amount of members to stand up, thereby reduction production efficiency, girder steel adopts the non-honeycomb fashion web unit of causing steel using amount to increase in addition.

Summary of the invention

Stand up the production efficiency of reduction, the defective that the unit steel using amount is many in order to overcome a large amount of members of known steel-structure factory building, the utility model provides a kind of Steel-structured Factory Building Assembly, and this Steel-structured Factory Building Assembly production efficiency is high, and the unit steel using amount is few.

The technical solution of the utility model is: this Steel-structured Factory Building Assembly comprises steel column and girder steel, and the steel column upper end is connected with girder steel, and steel column is the segmented steel column, and girder steel is honeycomb H section steel beam.

Described segmented steel column comprises lower standard paragraphs and upper standard paragraphs, the upper end of lower standard paragraphs is connected with the lower end of upper standard paragraphs, the upper end of upper standard paragraphs is connected with the lower end of bracket composite log, the upper end of bracket composite log is connected with the lower end of the compound segmentation of upper node, and the upper end of the compound segmentation of upper node is connected with honeycomb H section steel beam.

Between described lower standard paragraphs and upper standard paragraphs, between upper standard paragraphs and bracket composite log, be connected by the clamping plate type bolt between bracket composite log and the compound segmentation of upper node.

Web and wing plate that described honeycomb H section steel beam is the H section steel beam are weldingly connected, the one-sided hole formation honeycomb that has of web.

Advantage of the present utility model: steel column does not have a large amount of members and stands up when making, production efficiency is high.Girder steel adopts honeycomb H section steel beam, and the unit steel using amount is few.Improve steel column delivery entrucking tonnage, improved steel column streamline production efficiency, reduced the girder steel steel using amount.

Description of drawings

Fig. 1 is the structural representation of an embodiment of the present utility model.

Fig. 2 is the limit steel column structure schematic diagram in Fig. 1.

Fig. 3 is the middle steel column structure schematic diagram in Fig. 1.

Fig. 4 is the clamping plate type spiral shell connection diagram in Fig. 2 and Fig. 3.

Fig. 5 is the 1-1 sectional view of Fig. 4.

Fig. 6 is the 2-2 sectional view of Fig. 4.

Fig. 7 is the 3-3 sectional view of Fig. 4.

Fig. 8 is the upper and lower side connection diagram of the segmented steel column bracket in Fig. 2.

Fig. 9 is the upper and lower side connection diagram of the segmented steel column bracket in Fig. 3.

Figure 10 is the honeycomb H type steel girder structure schematic diagram in Fig. 1.

In figure: 1. steel column, 2. girder steel, 3. beam column contact, 4. purlin and post contact, the 5. lower standard paragraphs of limit steel column, the 6. upper standard paragraphs of limit steel column, the 7. bracket composite log of limit steel column, the 8. compound segmentation of the upper node of limit steel column; 9. the lower standard paragraphs of middle steel column, 10. in the upper standard paragraphs of steel column, the bracket composite log of steel column in 11., the compound segmentation of upper node of steel column in 12.; 13. the lower node of limit steel column; 14. the middle node of limit steel column; 15. the upper node of limit steel column; 16. the lower node of middle steel column; 17. the middle node of middle steel column; 18. the upper node of middle steel column.

The specific embodiment

In Fig. 1, this Steel-structured Factory Building Assembly comprises steel column 1 and girder steel 2, and steel column 1 upper end is connected with girder steel 2, and steel column 1 is the segmented steel column, and girder steel is honeycomb H section steel beam.

Segmented steel column 1 has steel column in segmented limit steel column and segmented.

In Fig. 2, the upper end of the lower standard paragraphs 5 of segmented limit steel column is connected with the lower end of upper standard paragraphs 6, the upper end of upper standard paragraphs 6 is connected with the lower end of bracket composite log 7, the upper end of bracket composite log 7 is connected with the lower end of the compound segmentation 8 of upper node, and the upper end of the compound segmentation 8 of upper node is connected with honeycomb H section steel beam 2.

In Fig. 3, in segmented, the upper end of the lower standard paragraphs 9 of steel column is connected with the lower end of upper standard paragraphs 10, the upper end of upper standard paragraphs 10 is connected with the lower end of bracket composite log 11, the upper end of bracket composite log 11 is connected with the lower end of the compound segmentation 12 of upper node, and the upper end of the compound segmentation 12 of upper node is connected with honeycomb H section steel beam 2.

In Fig. 4, Fig. 5, Fig. 6, Fig. 7, Fig. 8 and Fig. 9, between lower standard paragraphs and upper standard paragraphs, between upper standard paragraphs and bracket composite log, be connected by the clamping plate type bolt between bracket composite log and the compound segmentation of upper node.

In Figure 10, honeycomb H section steel beam 2 is for web and the wing plate of H section steel beam is weldingly connected, and the web one-sided hole that has forms honeycomb.

Claims

1. this Steel-structured Factory Building Assembly comprises steel column and girder steel, and the steel column upper end is connected with girder steel, and it is characterized in that: steel column is the segmented steel column, and girder steel is honeycomb H section steel beam.

2. Steel-structured Factory Building Assembly according to claim 1, it is characterized in that: the segmented steel column comprises lower standard paragraphs and upper standard paragraphs, the upper end of lower standard paragraphs is connected with the lower end of upper standard paragraphs, the upper end of upper standard paragraphs is connected with the lower end of bracket composite log, the upper end of bracket composite log is connected with the lower end of the compound segmentation of upper node, and the upper end of the compound segmentation of upper node is connected with honeycomb H section steel beam.

3. Steel-structured Factory Building Assembly according to claim 2 is characterized in that: between lower standard paragraphs and upper standard paragraphs, between upper standard paragraphs and bracket composite log, be connected by the clamping plate type bolt between bracket composite log and the compound segmentation of upper node.

4. Steel-structured Factory Building Assembly according to claim 1, it is characterized in that: honeycomb H section steel beam is that web and the wing plate of H section steel beam is weldingly connected, the web one-sided hole that has forms honeycomb.