CN104060693A - Steel structural building and assembling method thereof - Google Patents
Steel structural building and assembling method thereof Download PDFInfo
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- CN104060693A CN104060693A CN201410238451.9A CN201410238451A CN104060693A CN 104060693 A CN104060693 A CN 104060693A CN 201410238451 A CN201410238451 A CN 201410238451A CN 104060693 A CN104060693 A CN 104060693A
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Abstract
The invention discloses a steel structural building and an assembling method thereof. The steel structural building comprises concrete foundations (10) and a steel structural component, wherein the steel structural component comprises a plurality of selectable steel members (20); the steel members (20) are mounted on the concrete foundations (10); any two steel members (20) are detachably connected with each other. According to the steel structural building provided by the invention, the interchangeability of the steel structural members in the steel structural building is improved, the applicability of the steel structural members in the steel structural building is improved, and various requirements of site constructions are met.
Description
Technical field
The present invention relates to building structure field, in particular to a kind of steel building and assemble method thereof.
Background technology
A kind of novel building system of steel building, goes for a plurality of industries such as realty industry, builing industry, Metallurgy Industry, thereby set becomes a new industrial system, and Here it is insider is good steel building system generally.The utilization of steel building on highrise building is at present increasingly mature, becomes gradually the construction process of main flow.
Steel building tool has the following advantages: can greatly save the engineering time, construction is not subject to seasonal effect; Residence space usable floor area be can increase, building waste and environment pollution reduced; Constructional materials can reuse, and pulls the development of other building material industries; Anti-seismic performance is good, is easy to transformation, flexible in use, to people, brings comfort etc., has therefore obtained application more and more widely.
Present steel building is all fixed building, is first on ground, to do cast-in-place steel-column foundation, then various steel component node is connected, and forms steel building.
Above-mentioned steel building, because the interchangeability between its steel structure member is poor, steel building can not be combined implementation space, so its application has been subject to limitation.
Summary of the invention
A kind of steel building and assemble method thereof are provided in the embodiment of the present invention, can improve the interchangeability between steel structure member in steel building, improve the applicability of steel structure member to steel building, can meet various field construction needs.
For solving the problems of the technologies described above, the embodiment of the present invention provides a kind of steel building, comprising: concrete foundation; Steel component assembly, comprises a plurality of selectable steel members, and steel member is arranged in concrete foundation, between any two steel members, mutually removably connects.
Further, the position of steel member is interchangeable.
Further, between selected steel member, by high-strength bolt, connect.
Further, concrete foundation is precast concrete foundation.
According to a further aspect in the invention, provide a kind of assemble method of steel building, having comprised: step S1, the steel member mutually removably connecting between prefabricated a plurality of any two, and be transported to job site; Step S2, excavation pit, arranges concrete foundation at the construction field (site); Step S3, according to the setting position of concrete foundation, selects the steel member of suitable quantity and structure, and the steel member of selection is arranged in concrete foundation.
Further, step S2 comprises: precast concrete foundation, and prefabricated concrete foundation is transported to job site; Excavation pit at the construction field (site), and carry out ground processing; Lifting concrete foundation is to foundation ditch.
Further, after step S2, before step S3, also comprise: according to the concrete foundation having set, steel column is installed at the construction field (site), and is carried out leveling.
Further, step S3 comprises: the steel member of selection is assembled, and link together by high-strength bolt.
Further, after step S3, also comprise: pit backfill soil compacting.
Further, after the step of pit backfill soil compacting, also comprise: peripheral structure is installed at the construction field (site).
Application embodiments of the invention, steel building comprises: concrete foundation; Steel component assembly, comprises a plurality of selectable steel members, and steel member is arranged in concrete foundation, between any two steel members, mutually removably connects.When assembling steel building, concrete foundation can be arranged as required, then choose the steel member of suitable quantity and install, complete the assembling of steel building.Can be according to practice of construction needs for the steel building under different situations, select the steel member of suitable quantity, and the position of steel member is arranged in place, because between any two steel members being all removably connects mutually, therefore can improve the intercommunity between steel member, make steel member there is better compliance, can meet multiple construction needs.When assembling steel building, also can adjust as required taking up room of steel building, thereby meet construction requirement.After steel building is used to complete, steel member can be carried out to dismounting again, for using next time, therefore also can effectively reduce costs.
Accompanying drawing explanation
Fig. 1 is the integral body assembling schematic diagram of the steel building of the embodiment of the present invention;
Fig. 2 is the assembling flow path figure of the steel building of the embodiment of the present invention.
Description of reference numerals
10, concrete foundation; 20, steel member; 30, foundation ditch; 40, high-strength bolt; 50, steel column.
The specific embodiment
Below in conjunction with the drawings and specific embodiments, the present invention is described in further detail, but not as a limitation of the invention.
Fig. 1 is the integral body assembling schematic diagram of the steel building of the embodiment of the present invention.As shown in Figure 1, steel building comprises concrete foundation 10 and steel component assembly, and concrete foundation 10 is arranged among ground, for the basis as steel building; Steel component assembly comprises a plurality of selectable steel members 20, and steel member 20 is arranged in concrete foundation 10, between any two steel members 20, mutually removably connects.
When assembling steel building, concrete foundation 10 can be arranged at preposition, then choose the steel member 20 of suitable quantity and install, complete the assembling of steel building.Can be according to practice of construction needs for the steel building under different situations, select the steel member 20 of suitable quantity, and steel member 20 is arranged in place, because between any two steel members 20 being all removably connects mutually, therefore can improve the intercommunity between steel member, arbitrary steel member 20 is arranged in place selectively, make steel building there is better compliance, can meet multiple construction needs.When assembling steel building, also can by increasing and decreasing the mode of steel member 20, increase or reduce taking up room of steel building as required, thereby meet construction requirement.After steel building is used to complete, steel member 20 can be carried out to dismounting again, for using next time, therefore also can effectively reduce costs.
Preferably, the position of steel member 20 is interchangeable, can make steel member 20 have better versatility, can have more kinds of combinations, can meet the assembling needs of more kinds of steel buildings, and any combination in can implementation space.
Preferably, between selected steel member 20, by high-strength bolt 40, connect, thereby effectively improve the bonding strength between steel member 20.Other dismountable modes such as between steel member 20, also can be bolted is fixed together.Between steel member 20 and concrete foundation 10, also can be connected by general bolt or high-strength bolt etc.
Preferably, concrete foundation 10 is precast concrete foundation.When the pre-buried concrete foundation of needs, without on-the-spot directly concreting is basic again, can directly prefabricated concrete foundation 10 be buried underground in the foundation ditch 30 digging, then steel member 20 is assembled.When steel building, finish using while needing dismounting, can directly prefabricated concrete foundation 10 be tripped out again, and be applied in the position that the next one need to carry out steel building assembling, therefore can reuse concrete foundation 10, reduce production costs.In addition, because concrete foundation 10 is prefabricated, when needs are used, can directly come into operation, therefore also can reduce the operation on poured in place concrete basis, shorten the construction period.
Preferably, after concrete foundation 10 has been arranged, steel column 50 can also be set in construction site, and carry out leveling by steel column 50, so that steel member 20 is installed.
Preferably, steel member 20 comprises girder steel etc., wherein can be general between girder steel.
In conjunction with shown in Figure 2, according to a further aspect in the invention, the assemble method of steel building comprises: step S1, and the steel member 20 mutually removably connecting between prefabricated a plurality of any two, and be transported to job site; Step S2, excavation pit 30 at the construction field (site), and concrete foundation 10 is set; Step S3, according to the setting position of concrete foundation 10, selects the steel member 20 of suitable quantity and structure, and the steel member 20 of selection is arranged in concrete foundation 10.
Preferably, step S2 comprises: precast concrete foundation 10, and prefabricated concrete foundation 10 is transported to job site; Excavation pit 30 at the construction field (site), and carry out ground processing; Lifting concrete foundation 10 is to foundation ditch 30.
Preferably, after step S2, before step S3, also comprise: according to the concrete foundation 10 having set, steel column 50 is installed at the construction field (site), and is carried out leveling.
In the present embodiment, step S3 comprises: the steel member 20 of selection is assembled, and link together by high-strength bolt 40.
After by 20 installations of steel member, after step S3, also comprise: foundation ditch 30 backfill compacting, thus guarantee that concrete foundation 10 is arranged on job site massively.
After the step of foundation ditch 30 backfill compacting, also comprise: peripheral structure is installed at the construction field (site).
Below the assembling flow path of steel building is illustrated:
First in factory process, make various steel members 20, and precast concrete foundation 10, after completing preprocessing, the steel member 20 processing and prefabricated concrete foundation 10 are transported to job site, then according to construction requirement excavation pit 30 at the scene, and carry out ground processing.After ground is finished dealing with, hoisting prefabricated good concrete foundation 10 is to foundation ditch, and then the assembling position of the steel building of job site is installed steel column 50 and carries out leveling processing, after steel column 50 leveling complete, select the steel member 20 of suitable quantity and structure, and assemble on the steel column 50 mixing up, after the various steel members such as girder steel, purlin are installed, by high-strength bolt 40, be fixed together.
After steel member 20 and prefabricated concrete foundation 10 have been assembled, in the interior backfill of foundation ditch 30, and compacting, concrete foundation 10 is stably arranged in foundation ditch 30, and then the surrounding of steel building installation peripheral structure, if desired warning sign etc. can be set, the safety while assembling to improve steel building.
Certainly, above-mentioned concrete foundation also can adopt cast-in-place concrete foundation, and selects corresponding steel member 20 to complete assembling.
Certainly, be more than the preferred embodiment of the present invention.It should be pointed out that for those skilled in the art, not departing under the prerequisite of basic principle of the present invention, can also make some improvements and modifications, these improvements and modifications are also considered as protection scope of the present invention.
Claims (10)
1. a steel building, is characterized in that, comprising:
Concrete foundation (10);
Steel component assembly, comprises a plurality of selectable steel members (20), and it is upper that described steel member (20) is arranged on described concrete foundation (10), between any two described steel members (20), mutually removably connects.
2. steel building according to claim 1, is characterized in that, the position of described steel member (20) is interchangeable.
3. steel building according to claim 1, is characterized in that, between selected described steel member (20), by high-strength bolt (40), connects.
4. according to the steel building described in any one in claims 1 to 3, it is characterized in that, described concrete foundation (10) is precast concrete foundation.
5. an assemble method for steel building, is characterized in that, comprising:
Step S1, the steel member (20) mutually removably connecting between prefabricated a plurality of any two, and be transported to job site;
Step S2, at described job site excavation pit (30), arranges concrete foundation (10);
Step S3, according to the setting position of described concrete foundation (10), selects the steel member (20) of suitable quantity and structure, and the described steel member (20) of selecting is arranged in described concrete foundation (10).
6. assemble method according to claim 5, is characterized in that, described step S2 comprises:
Prefabricated described concrete foundation (10), and prefabricated described concrete foundation (10) is transported to described job site;
At described job site excavation pit (30), and carry out ground processing;
Lift described concrete foundation (10) to described foundation ditch (30).
7. assemble method according to claim 5, is characterized in that, after described step S2, before step S3, also comprises:
According to the described concrete foundation (10) having set, in described job site, steel column (50) is installed, and is carried out leveling.
8. assemble method according to claim 7, is characterized in that, described step S3 comprises:
The described steel member (20) of selecting is assembled, and link together by high-strength bolt (40).
9. assemble method according to claim 5, is characterized in that, after described step S3, also comprises:
Foundation ditch (30) backfill compacting.
10. assemble method according to claim 9, is characterized in that, after the step of described foundation ditch (30) backfill compacting, also comprises:
In described job site, peripheral structure is installed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410238451.9A CN104060693A (en) | 2014-05-30 | 2014-05-30 | Steel structural building and assembling method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410238451.9A CN104060693A (en) | 2014-05-30 | 2014-05-30 | Steel structural building and assembling method thereof |
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| CN104060693A true CN104060693A (en) | 2014-09-24 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201410238451.9A Pending CN104060693A (en) | 2014-05-30 | 2014-05-30 | Steel structural building and assembling method thereof |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105178646A (en) * | 2015-09-15 | 2015-12-23 | 无锡大力神钢构科技有限公司 | Steel-structure workshop |
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| CN201024724Y (en) * | 2007-05-30 | 2008-02-20 | 中天建设集团有限公司 | Assembled type steel structure fence unit |
| CN201952898U (en) * | 2010-09-06 | 2011-08-31 | 北京诚栋国际营地集成房屋有限公司 | Detachable and movable dwelling with single layer of flat roof |
| WO2013171605A1 (en) * | 2012-05-14 | 2013-11-21 | Nev-X Systems Limited | Modular building system |
| AU2013211475A1 (en) * | 2012-08-01 | 2014-02-20 | Energy Power Systems Australia Pty Ltd | Transportable enclosures for power generation systems |
| CN103669925A (en) * | 2012-09-21 | 2014-03-26 | 杭州市电力局 | Steel-structure charging station |
| CN203846611U (en) * | 2014-05-30 | 2014-09-24 | 当代节能置业股份有限公司 | Steel structure building |
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2014
- 2014-05-30 CN CN201410238451.9A patent/CN104060693A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201024724Y (en) * | 2007-05-30 | 2008-02-20 | 中天建设集团有限公司 | Assembled type steel structure fence unit |
| CN201952898U (en) * | 2010-09-06 | 2011-08-31 | 北京诚栋国际营地集成房屋有限公司 | Detachable and movable dwelling with single layer of flat roof |
| WO2013171605A1 (en) * | 2012-05-14 | 2013-11-21 | Nev-X Systems Limited | Modular building system |
| AU2013211475A1 (en) * | 2012-08-01 | 2014-02-20 | Energy Power Systems Australia Pty Ltd | Transportable enclosures for power generation systems |
| CN103669925A (en) * | 2012-09-21 | 2014-03-26 | 杭州市电力局 | Steel-structure charging station |
| CN203846611U (en) * | 2014-05-30 | 2014-09-24 | 当代节能置业股份有限公司 | Steel structure building |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105178646A (en) * | 2015-09-15 | 2015-12-23 | 无锡大力神钢构科技有限公司 | Steel-structure workshop |
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