CN107023116A - A kind of boxlike steel structure column - Google Patents
A kind of boxlike steel structure column Download PDFInfo
- Publication number
- CN107023116A CN107023116A CN201610068085.6A CN201610068085A CN107023116A CN 107023116 A CN107023116 A CN 107023116A CN 201610068085 A CN201610068085 A CN 201610068085A CN 107023116 A CN107023116 A CN 107023116A
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- China
- Prior art keywords
- steel structure
- structure column
- boxlike
- steel
- post
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/32—Columns; Pillars; Struts of metal
Abstract
A kind of boxlike steel structure column, it is formed by two pieces of steel plate combinations for curving " u "-shaped, and two blocks of steel plates, which are joined together to form in the opposite mode of " u "-shaped recess in the casing of steel structure column, casing, is provided with polylith reinforcement.The present invention uses the steel structure column of strip as the elementary cell of modular architectural, when in use, building can be built using various sizes of steel structure column, can also be by the assembling of polylith steel structure column, various forms of cylinders are formed, also, the present invention can be directly prepared into by steel plate bending technique, manufacturing process is simple, can be adapted to batch production.According to these features, the manufacturing cycle more existing cement beam of the present invention, which has, significantly to be shortened, in addition, using the steel structure column of different shape, size, the building in different shape and space can be combined into crossbeam, floor etc., so that the structural system diversification of modular architectural.
Description
Technical field
The present invention relates to building field, more particularly, to a kind of boxlike steel structure column.
Background technology
Existing building, either slab-type apartment building or high building, are built in the form of framework.This frame construction construction period length, dismounting difficulty, structural system are single.
The developing direction of future architecture industry should be modularization.Modular architectural is that building entirety is divided into multiple building unit body structures, and the structure of this building unit body is not limited to square just as matchbox one by one；Multiple building unit body interpolations, weld together, novel building is constituted in the way of similar heap building blocks overall.Modular architectural because of its unique framework mode so that with construction period is short, convenient disassembly, the advantage of structural system diversification.
At present, the document for having many dependent moduleization buildings is disclosed in succession, such as A of document CN 104755678 disclose a kind of modular building, and it is that the building materials such as column, floor, beam are combined into building unit body, and building unit body then is combined into whole building again builds.This modular building still uses common construction material（Such as prefabricated board）Building is assembled, can not optimally shorten construction period, and its structural system is single.
The content of the invention
The purpose of the present invention is, in order to overcome prior art it is above-mentioned it is not enough there is provided it is a kind of can reduce the construction period of building, the boxlike steel structure column of structural system diversification.
The technical solution adopted by the present invention is：A kind of boxlike steel structure column, it is formed by two pieces of steel plate combinations for curving " u "-shaped, and two blocks of steel plates, which are joined together to form in the opposite mode of " u "-shaped recess in the casing of steel structure column, casing, is provided with polylith reinforcement.
The post that building is used directly is constituted by steel plate bending, material can be saved, and does not need the participation of cement, because the man-hour of steel plate bending is less, technical maturity, thus the manufacturing cycle is shorter compared with post using cement plate as material.But in general, post has longer length, the steel structure column formed after direct bending there may be that intensity is not high, the defect of easy bend by pressure.In order to solve this defect, it can ensure that intensity is reliable in post provided with polylith reinforcement in the inside of steel structure column, and uniform force, it is difficult bend by pressure.Specifically, reinforcement should be evenly distributed in the length direction of steel structure column.
Further, the reinforcement is steel plate or corrugated sheet.
When reinforcement is steel plate, increase/reduce the support strength of steel structure column by setting steel plate thickness, this is a kind of easy reinforcement mode.When reinforcement is corrugated sheet, specifically, corrugated sheet be through roll-in clod wash into section be multiple continuous trapezoidal contour plates.The thickness of slab of corrugated sheet can be limited to 5 ~ 10mm, pass through die mould, so that thin plate of the corrugated sheet for folding, such form, the contact points between reinforcement and steel plate can be increased, so that when steel plate is under pressure, the pressure of steel plate can be disperseed on multiple points, dispersive stress concentrated part, effectively enhances the compression capability of whole post.
Further, provided with the post dividing plate that polylith is laterally disposed in the steel structure column.
Further, steel structure column is provided with the hole for being used for installing or transport, and hole is arranged in the edge of steel structure column, and there is reinforcement the vicinity in hole.
Hole is symmetrically mounted in the upper and lower surface of steel structure column, and the setting in hole is the lifting and transport of crane for convenience.The advantage of modular architectural core is its unique package technique and transportation technology, the assembling and transport of the more convenient steel structure column of design in hole, so as to effectively and quickly by the accumulation of whole steel structure column, assembling, provided with reinforcement it is to strengthen the intensity of tapping near hole, after hole is opened up on the surface of steel structure column, tapping can produce stress concentration, thus cause tapping to turn into weak load-bearing point, and these problems can then be avoided after reinforcement by being added near hole.
Further, steel structure column, which is furnished with, the clamp for preventing that suspension hook from rotating on special suspension hook, suspension hook.
Specifically, steel structure column is furnished with special suspension hook.When needing to use crane or other hoisting machineries sling steel structure column, suspension hook should be arranged in hole.
There is the clamp for preventing that suspension hook from rotating on suspension hook.There is suspension rod below suspension hook, in initial position, first suspension hook is deep into hole, then shackle hook, suspension rod also and then rotates, now suspension rod is connected in hole, and clamp is stuck in the top in hole, when lifting suspension hook with crane or other hoisting machineries, because clamp is connected in hole, so that suspension hook can not rotate, boom location is fixed, and steel structure column can be facilitated to be lifted.
Further, steel structure column can constitute " one " font post or " L " font post or " T " font post or " ten " font post or " mouth " font post.
Steel structure column is in itself strip plate structure, and it can produce a variety of changes, and the post of different shape different structure is combined in the way of similar to heap building blocks.In the not high place of intensity requirement, it can be supported using the form of " one " font post as column, in the higher place of intensity requirement, " mouth " font post can be assembled them into, to ensure the load bearing stength of whole building；When need transfer other posts, beam, plate when, then using the form of " one " font post or " L " font post or " T " font post, diversified building body can be constituted.
Further, steel structure column can more than one piece connect together composition shear wall structure.
Further, steel structure column can be assembled into TEU (Twenty-foot Equivalent Unit) size, and corner fittings spacing and TEU (Twenty-foot Equivalent Unit) are completely the same.
Polylith steel structure column can be stacked, be placed in TEU (Twenty-foot Equivalent Unit), it is ensured that its reliability and reasonability for transporting.After steel structure column is assembled into TEU (Twenty-foot Equivalent Unit) size, integrally it is put into TEU (Twenty-foot Equivalent Unit), so as to ensure to fill up the steel structure column for needing to transport in whole container, unsteady phenomenon will not be then produced because rocking during transport.
Further, steel structure column is consistent with the size of plate, can be used as plate.
Further, steel structure column is consistent with the size of crossbeam, can be used as crossbeam.
Because steel structure column is the shape of strip plate, its not only can as column use, it is necessary to when, plate can be used as, crossbeam can also be used as.Because metal honeycomb plate is high from heavy and light, intensity, when for plate and crossbeam, the load-bearing of whole building thing can not only be reduced, moreover it is possible to increase building bulk strength.
Beneficial effects of the present invention：The present invention uses the steel structure column of strip as the elementary cell of modular architectural, when in use, building can be built using various sizes of steel structure column, can also be by the assembling of polylith steel structure column, various forms of cylinders are formed, also, the present invention can be directly prepared into by steel plate bending technique, manufacturing process is simple, can be adapted to batch production.According to these features, the manufacturing cycle more existing cement beam of the present invention, which has, significantly to be shortened, in addition, using the steel structure column of different shape, size, the building in different shape and space can be combined into crossbeam, floor etc., so that the structural system diversification of modular architectural.
Using minimum unit body of the long lath as building, different columns, crossbeam and floor are built into by long lath, and pass through bolt, welding, unit is combined into building, construction period can not only be shortened to greatest extent, countless different structural system can also be created that, this mode is the major progress of construction industry.
Below in conjunction with drawings and Examples, the invention will be further described.
Brief description of the drawings
Fig. 1-it is structural representation of the invention；
Fig. 2-be Fig. 1 A-A sectional views；
Fig. 3-it is corrugated sheet schematic diagram；
Fig. 4-it is " one " font post schematic diagram that one piece of steel structure column is formed；
Fig. 5-it is " T " font post schematic diagram that two pieces of steel structure columns are formed；
Fig. 6-it is " L " font post schematic diagram that two pieces of steel structure columns are formed；
Fig. 7-it is " ten " font post schematic diagram that four pieces of steel structure columns are formed；
Fig. 8-it is " mouth " font post schematic diagram that four pieces of steel structure columns are formed；
Fig. 9-constitute shear wall structure schematic diagram for steel structure column；
Figure 10-overlay schematic diagram in container for polylith steel structure column；
Figure 11-it is suspension hook and hole assembling schematic diagram；
Figure 12-lift by crane schematic diagram for suspension hook.
In figure：1-steel plate, 2-reinforcement, 3-post dividing plate, 4-hole, 5-suspension hook, 6-clamp, 7-suspension rod, 101-steel structure column.
Embodiment
Embodiment
1
As shown in Fig. 1 ~ Fig. 3, a kind of boxlike steel structure column 101, the steel plate 1 that it curves " u "-shaped by two pieces is combined, and two blocks of steel plates 1, which are joined together to form in the opposite mode of " u "-shaped recess in the casing of steel structure column 101, casing, is provided with reinforcement 2.In the present embodiment, the quantity of reinforcement 2 is four, it will be understood that the reinforcement 2 of different numbers can be set in casing, and the quantity of reinforcement 2 is determined according to box sizes and building strength demand.
It is preferred that, reinforcement 2 is corrugated sheet.
Provided with the post dividing plate 3 that polylith is laterally disposed in steel structure column 101, post dividing plate 3 is evenly distributed on the inside of the upper and lower surface of steel structure column 101.Steel structure column 101 is provided with the hole 4 for being used for installing or transport, and hole 4 is arranged in the edge of steel structure column 101.
It is preferred that, hole 4 is arranged symmetrically in the upper and lower surface of steel structure column 101, and there is reinforcement 2 vicinity in hole 4, and reinforcement 2 can increase the intensity at hole 4.
It is preferred that, steel structure column 101 is consistent with the size of crossbeam, can be used as crossbeam；Steel structure column 101 is consistent with the size of plate, can be used as plate.
Embodiment
2
As shown in figure 4, monolithic steel structure column 101 forms " one " font post, it will be understood that more than two pieces of the straight line of steel structure column 101 connection, " one " font post can also be formed.
Embodiment
3
As shown in figure 5, two pieces of steel structure columns 101 are combined into " T " font post, it will be understood that the steel structure column 101 of three pieces and the above can also be combined into " T " font post.Straight line connection as described in example 2 above can be carried out by one piece or polylith steel structure column 101, " one " the font post of the level formed on " T " font post or vertical " one " font post, " T " font post is formed by " one " the font post of level and vertical " one " font column combination.
Embodiment
4
As shown in fig. 6, two pieces of steel structure columns 101 are combined into " L " font post, it will be understood that according to different demands, the steel structure column 101 of three pieces and the above can also be combined into various sizes of " L " font post.
Embodiment
5
As shown in fig. 7, four pieces of steel structure columns 101 are combined into " ten " font post, it will be understood that according to different demands, the steel structure column 101 of five pieces and the above can also be combined into various sizes of " mouth " font post.
Embodiment
6
As shown in figure 8, four pieces of steel structure columns 101 are combined into " mouth " font post, it will be understood that according to different demands, quantity can also be combined into various sizes of " mouth " font post for the steel structure column 101 of 4 multiple.
Embodiment
7
As shown in figure 9, three pieces of steel structure columns 101 are welded together in the form of straight line, shear wall structure is constituted.It is appreciated that two pieces or more than three pieces of steel structure column 101 can also be combined into various sizes of shear wall structure in the same way.
Embodiment
8
As shown in Figure 10, polylith steel structure column 101 is stacked, in container 102, wherein：Steel structure column 101 is assembled into the size of TEU (Twenty-foot Equivalent Unit) 102, and the spacing of corner fittings 103 and TEU (Twenty-foot Equivalent Unit) 102 are completely the same.So combine, loading and the transport of steel structure column 101 can be facilitated.
Embodiment
9
As is illustrated by figs. 11 and 12, steel structure column 101 is furnished with special suspension hook 5.When needing to use crane or other hoisting machineries sling steel structure column 101, suspension hook 5 should be arranged in hole 4.
There is the clamp 6 for preventing that suspension hook 5 from rotating on suspension hook 5.There is suspension rod 7 lower section of suspension hook 5, in initial position, first suspension hook 5 is deep into hole 4, then shackle hook 5, suspension rod 7 also and then rotates, now suspension rod 7 is connected in hole 4, and clamp 6 is stuck in the top in hole 4, when lifting suspension hook 5 with crane or other hoisting machineries, because clamp 6 is connected in hole 4, so that suspension hook 5 can not rotate, the position of suspension rod 7 is fixed, and steel structure column 101 can be facilitated to be lifted.
Obviously, those skilled in the art can carry out various changes and modification to the present invention without departing from the spirit and scope of the present invention.So, if these modifications and variations of the present invention belong within the scope of the claims in the present invention and its equivalent technology, then the present invention also comprising these changes and changes.
Claims (10)
1. a kind of boxlike steel structure column, it is characterized in that：It is formed by two pieces of steel plate combinations for curving " u "-shaped, and two blocks of steel plates, which are joined together to form in the opposite mode of " u "-shaped recess in the casing of steel structure column, casing, is provided with polylith reinforcement.
2. a kind of boxlike steel structure column according to claim 1, it is characterized in that：The reinforcement is steel plate or corrugated sheet.
3. a kind of boxlike steel structure column according to claim 1, it is characterized in that：Provided with the post dividing plate that polylith is laterally disposed in the steel structure column.
4. a kind of boxlike steel structure column according to claim 1, it is characterized in that：Steel structure column is provided with the hole for being used for installing or transport, and hole is arranged in the edge of steel structure column, and there is reinforcement the vicinity in hole.
5. a kind of boxlike steel structure column according to claim any one of 1-4, it is characterized in that：Steel structure column can constitute " one " font post or " L " font post or " T " font post or " ten " font post or " mouth " font post.
6. a kind of boxlike steel structure column according to claim any one of 1-4, it is characterized in that：Steel structure column can more than one piece connect together composition shear wall structure.
7. a kind of boxlike steel structure column according to claim any one of 1-4, it is characterized in that：Steel structure column can be assembled into TEU (Twenty-foot Equivalent Unit) size, and corner fittings spacing and TEU (Twenty-foot Equivalent Unit) are completely the same.
8. a kind of boxlike steel structure column according to claim any one of 1-4, it is characterized in that：Steel structure column is consistent with the size of crossbeam, can be used as crossbeam.
9. a kind of boxlike steel structure column according to claim any one of 1-4, it is characterized in that：Steel structure column is consistent with the size of plate, can be used as plate.
10. a kind of boxlike steel structure column according to claim any one of 1-4, it is characterized in that：Steel structure column, which is furnished with, the clamp for preventing that suspension hook from rotating on special suspension hook, suspension hook.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610068085.6A CN107023116A (en) | 2016-02-01 | 2016-02-01 | A kind of boxlike steel structure column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610068085.6A CN107023116A (en) | 2016-02-01 | 2016-02-01 | A kind of boxlike steel structure column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107023116A true CN107023116A (en) | 2017-08-08 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610068085.6A Pending CN107023116A (en) | 2016-02-01 | 2016-02-01 | A kind of boxlike steel structure column |
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| Country | Link |
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| CN (1) | CN107023116A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110258923A (en) * | 2019-07-02 | 2019-09-20 | 同济大学 | Waveform steel pipe concrete profiled pile based on single trough form |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201003972Y (en) * | 2006-12-28 | 2008-01-09 | 葛府治 | Sensor special for hanging balance |
| CN201962795U (en) * | 2011-03-16 | 2011-09-07 | 林泽明 | Box-shaped column and girder for bended combined type building steel structure |
| CN203113618U (en) * | 2012-12-26 | 2013-08-07 | 江苏沪宁钢机股份有限公司 | Cubic box-shaped component |
| CN203878864U (en) * | 2013-12-16 | 2014-10-15 | 张跃 | Steel structure column |
-
2016
- 2016-02-01 CN CN201610068085.6A patent/CN107023116A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201003972Y (en) * | 2006-12-28 | 2008-01-09 | 葛府治 | Sensor special for hanging balance |
| CN201962795U (en) * | 2011-03-16 | 2011-09-07 | 林泽明 | Box-shaped column and girder for bended combined type building steel structure |
| CN203113618U (en) * | 2012-12-26 | 2013-08-07 | 江苏沪宁钢机股份有限公司 | Cubic box-shaped component |
| CN203878864U (en) * | 2013-12-16 | 2014-10-15 | 张跃 | Steel structure column |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110258923A (en) * | 2019-07-02 | 2019-09-20 | 同济大学 | Waveform steel pipe concrete profiled pile based on single trough form |
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Application publication date: 20170808 |