CN203097361U - Novel steel structure workshop - Google Patents
Novel steel structure workshop Download PDFInfo
- Publication number
- CN203097361U CN203097361U CN 201320122772 CN201320122772U CN203097361U CN 203097361 U CN203097361 U CN 203097361U CN 201320122772 CN201320122772 CN 201320122772 CN 201320122772 U CN201320122772 U CN 201320122772U CN 203097361 U CN203097361 U CN 203097361U
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- steel structure
- factory building
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Abstract
The utility model discloses a novel steel structure workshop,and aims to solve the problem about providing a novel steel structure workshop which is reasonable in structure, safe and reliable. In order to solve the technical problem, a technical scheme is adopted as follows: the novel steel structure workshop comprises a main steel frame in the middle and end frames at two ends, wherein the main steel frame comprises upright columns and transverse beams; the transverse beams are in single-span duplex structures; a ridge is arranged in the middle above the transverse beams; purlines are arranged on two sides of the ridge and covered with a roof board; wall beams and inclined supporting rods are connected between adjacent upright columns; the upright columns are covered with wall boards; and each end frame is provided with central columns and corner wind columns. Compared with the prior art, the novel steel structure workshop adopts combined members, so that the steel structure building is light in mass, high in strength, large in span, short in construction period, capable of effectively reducing the investment cost, high in fireproof performance and corrosion resistance, convenient to move and pollution-free in recycle.
Description
Technical field
The utility model relates to a kind of new steel structure factory building.
Background technology
At present, steel-structure factory building is popularized gradually, but present steel-structure factory building member is mainly by hinge or be welded to connect, improve load-bearing or wind loading rating if desired, just must strengthen scantling, so not only can cause cost increase, difficulty of construction to strengthen, and the intensity of connecting portion can not improve the danger of easily collapsing under special circumstances synchronously.
Summary of the invention
The technical problems to be solved in the utility model provides a kind of rational in infrastructure, safe and reliable new steel structure factory building.
For solving the problems of the technologies described above, the utility model adopts following technical scheme: a kind of new steel structure factory building, comprise the main steel frame at middle part and the end frame at two ends, described main steel frame is made up of column and crossbeam, and described crossbeam is the single span duplex, crossbeam is provided with ridge in the middle of the top, the ridge arranged on both sides has purlin, is coated with roof panel on it, is connected with wall beam and hound between the described column, be coated with shingle nail outside it, described end frame is provided with center pillar and bight wind post.
Crossbeam described in the utility model is put the beams in place by the eighty percent discount formula and the syllogic underbeam constitutes, and its middle part is provided with fixed connecting rod.
The bottom of column described in the utility model and bight wind post fixes on the ground by stone bolt.
Main steel frame described in the utility model is provided with Temperature Joint.
The both ends of crossbeam described in the utility model are provided with eaves purlin.
The utility model compared with prior art adopts combined member, the steel building light weight, and the intensity height, span is big, and the construction period is short, can effectively reduce cost of investment, and the fire line height, and anticorrosive property is strong, moves conveniently, reclaims pollution-free.
Description of drawings
Fig. 1 is a perspective view of the present utility model.
The specific embodiment
The utility model will be further described below in conjunction with accompanying drawing.
As shown in Figure 1, the utility model new steel structure factory building comprises the main steel frame 1 at middle part and the end frame 4 at two ends, and main steel frame 1 is made up of column 3 and crossbeam 2, crossbeam 2 is the single span duplex, be provided with ridge 8 in the middle of crossbeam 2 tops, ridge 8 arranged on both sides have purlin 7, are coated with roof panel 9 on it, be connected with wall beam 11 and hound 12 between the column 3, be coated with shingle nail 10 outside it, end frame 4 is provided with center pillar and bight wind post 5, is provided with eaves purlin 6 at the both ends of crossbeam 2.
Crossbeam 2 of the present utility model is put the beams in place by the eighty percent discount formula and the syllogic underbeam constitutes, its middle part is provided with fixed connecting rod, adopt this single span duplex can improve rigidity and stability well, and can carry out standardized prefabricated and assembling, reduce difficulty of construction and time.
The bottom of column 3 of the present utility model and bight wind post 5 fixes on the ground by stone bolt 13.
If longitudinal length size degree is bigger, flexible distortion that produces of longitudinal member and thermal stresses are destroyed members such as metope, roofing when avoiding variations in temperature, when temperature section length surpasses the numerical value of following table, main steel frame of the present utility model is provided with Temperature Joint, factory building is divided into the temperature section that is independent of each other when stretching.
Temperature Joint can realize by twin columns are set, and a Pin roof truss or a roof girder can be set on the post, connects each other without longitudinal member therebetween.The laying of Temperature Joint can make the center line of factory building orientation axis and temperature joint overlap, and when factory building internal unit arrangement condition does not allow, can adopt the mode of inserting distance.For saving steel, Temperature Joint also can adopt the single-column form, promptly sliding support is set at longitudinal member (as carriage, crane girder etc.) bearing place, slotted hole is adopted in bolt junction at the overlap joint purlin, so that these members have flexible leeway, simultaneously also should make this place's roof panel certain breathing space be arranged, thereby make factory building avoid being subjected to Temperature Influence textural.
The utility model adopts combined member, not only can avoid factory building sidesway to occur, and its top also has good wind resistance anti-pressure ability, can resist harsh weather, and only needs simple maintenance; Applicable to factory, warehouse, office building, sports palace, hangar or the like, both be fit to the individual layer long span building, also can be used for building multilayer or highrise building, all members all are prefabricated in the factory and finish, on-the-spot needs simple assembly unit, thereby shortened construction period greatly, one 6000 square metres building only need get final product basic installation in 40 days; And both artistic and practical, construction line is succinctly smooth, has modern sense, and colored wall body has multiple color available, and body of wall also can adopt other material, thereby has more flexibility.Simultaneously, the utility model steel building cost is reasonable, from heavy and light, reduces foundation cost, and construction speed is fast, can be constructed and put into operation early, and overall economic efficiency is better than the concrete structure building greatly.
Claims (5)
1. new steel structure factory building, comprise the main steel frame at middle part and the end frame at two ends, it is characterized in that: described main steel frame is made up of column and crossbeam, described crossbeam is the single span duplex, and crossbeam is provided with ridge in the middle of the top, and the ridge arranged on both sides has purlin, be coated with roof panel on it, be connected with wall beam and hound between the described column, be coated with shingle nail outside it, described end frame is provided with center pillar and bight wind post.
2. new steel structure factory building according to claim 1 is characterized in that: described crossbeam is put the beams in place by the eighty percent discount formula and the syllogic underbeam constitutes, and its middle part is provided with fixed connecting rod.
3. new steel structure factory building according to claim 1 is characterized in that: the bottom of described column and bight wind post fixes on the ground by stone bolt.
4. new steel structure factory building according to claim 1 is characterized in that: described main steel frame is provided with Temperature Joint.
5. new steel structure factory building according to claim 1 is characterized in that: the both ends of described crossbeam are provided with eaves purlin.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320122772 CN203097361U (en) | 2013-03-18 | 2013-03-18 | Novel steel structure workshop |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320122772 CN203097361U (en) | 2013-03-18 | 2013-03-18 | Novel steel structure workshop |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203097361U true CN203097361U (en) | 2013-07-31 |
Family
ID=48848773
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320122772 Expired - Fee Related CN203097361U (en) | 2013-03-18 | 2013-03-18 | Novel steel structure workshop |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203097361U (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103470076A (en) * | 2013-10-08 | 2013-12-25 | 江苏明福钢结构有限公司 | Novel detachable steel-structured plant |
| CN104727590A (en) * | 2015-02-16 | 2015-06-24 | 浙江佳成建设有限公司 | Comprehensively-utilized assembly type integrated building factory |
| CN107605048A (en) * | 2017-09-29 | 2018-01-19 | 中国人民解放军军事科学院国防工程研究院 | Military extension, portable warehouse |
| CN107761956A (en) * | 2017-10-24 | 2018-03-06 | 上海欧本钢结构有限公司 | A kind of truss and shaped steel combination building system |
| CN108625549A (en) * | 2018-07-18 | 2018-10-09 | 天津天建设集团有限公司 | The outer eaves abnormity cosmetic sheet Wind-Pressure Resistance construction system of building and construction method |
| CN110761415A (en) * | 2019-11-06 | 2020-02-07 | 罗丽芳 | Construction method for light steel roof of assembly building |
| CN114278132A (en) * | 2021-12-28 | 2022-04-05 | 广东恒辉建设集团股份有限公司 | Steel structure factory building and construction method thereof |
| CN114776077A (en) * | 2022-06-14 | 2022-07-22 | 中国人民解放军军事科学院国防工程研究院工程防护研究所 | Anti-explosion reinforcing method for assembled steel structure factory building |
| CN115162522A (en) * | 2022-07-07 | 2022-10-11 | 中国建筑第五工程局有限公司 | Large-span steel structure depression compensation assembly and method |
-
2013
- 2013-03-18 CN CN 201320122772 patent/CN203097361U/en not_active Expired - Fee Related
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103470076A (en) * | 2013-10-08 | 2013-12-25 | 江苏明福钢结构有限公司 | Novel detachable steel-structured plant |
| CN104727590A (en) * | 2015-02-16 | 2015-06-24 | 浙江佳成建设有限公司 | Comprehensively-utilized assembly type integrated building factory |
| CN107605048A (en) * | 2017-09-29 | 2018-01-19 | 中国人民解放军军事科学院国防工程研究院 | Military extension, portable warehouse |
| CN107761956B (en) * | 2017-10-24 | 2023-11-07 | 上海欧本钢结构有限公司 | Truss and profile steel combined building system |
| CN107761956A (en) * | 2017-10-24 | 2018-03-06 | 上海欧本钢结构有限公司 | A kind of truss and shaped steel combination building system |
| CN108625549A (en) * | 2018-07-18 | 2018-10-09 | 天津天建设集团有限公司 | The outer eaves abnormity cosmetic sheet Wind-Pressure Resistance construction system of building and construction method |
| CN108625549B (en) * | 2018-07-18 | 2024-04-19 | 天津天一建设集团有限公司 | Wind pressure resistant construction system and construction method for building external eave special-shaped decorative sheet |
| CN110761415B (en) * | 2019-11-06 | 2020-06-26 | 广东省勃诚建设有限公司 | Construction method for light steel roof of assembly building |
| CN110761415A (en) * | 2019-11-06 | 2020-02-07 | 罗丽芳 | Construction method for light steel roof of assembly building |
| CN114278132A (en) * | 2021-12-28 | 2022-04-05 | 广东恒辉建设集团股份有限公司 | Steel structure factory building and construction method thereof |
| CN114776077A (en) * | 2022-06-14 | 2022-07-22 | 中国人民解放军军事科学院国防工程研究院工程防护研究所 | Anti-explosion reinforcing method for assembled steel structure factory building |
| CN114776077B (en) * | 2022-06-14 | 2024-04-19 | 中国人民解放军军事科学院国防工程研究院工程防护研究所 | Antiknock reinforcing method for assembled steel structure factory building |
| CN115162522A (en) * | 2022-07-07 | 2022-10-11 | 中国建筑第五工程局有限公司 | Large-span steel structure depression compensation assembly and method |
| CN115162522B (en) * | 2022-07-07 | 2023-11-14 | 中国建筑第五工程局有限公司 | Large-span steel structure concave compensation assembly and method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130731 Termination date: 20140318 |