CN205577102U - Odd -shaped cross section beam column, regular cross -section post and support steel integrated configuration system - Google Patents
Odd -shaped cross section beam column, regular cross -section post and support steel integrated configuration system Download PDFInfo
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- CN205577102U CN205577102U CN201620212798.0U CN201620212798U CN205577102U CN 205577102 U CN205577102 U CN 205577102U CN 201620212798 U CN201620212798 U CN 201620212798U CN 205577102 U CN205577102 U CN 205577102U
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Abstract
The utility model discloses an odd -shaped cross section beam column, regular cross -section post and support steel integrated configuration system, including rectangle post, odd -shaped cross section post, special -shaped roof beam, bracing piece, the one end of rectangle post and odd -shaped cross section post is connected with special -shaped roof beam and bracing piece, the both ends of dysmorphism roof beam link to each other with rectangle post or odd -shaped cross section post, special -shaped roof beam is connected to the one end of bracing piece, the one end of rectangle post or odd -shaped cross section post is connected to the other end of bracing piece. The rectangle post adopts clod wash rectangle steel or steel sheet welding to form. The odd -shaped cross section post includes L shape, T shape, Z shape and four kinds of forms of cross, the steel pipe of four kinds of forms by rectangle steel pipe, rectangle steel and U -shaped steel, steel sheet combination, and the mode that adopts rectangle post, odd -shaped cross section post, special -shaped roof beam and bracing piece to make up mutually can satisfy people to the residential housing operation requirement, simultaneously can be in the post pouring concrete, can improve the rigidity and the bearing capacity of post effectively.
Description
Technical field
This utility model relates to technical field of buildings, more particularly, it relate to a kind of odd-shaped cross section beam column, regular sections post and supporting steel combined structure system.
Background technology
In recent years, the requirement of residential housing is improved constantly by people, and the especially usable floor area in room and the aesthetic property in room increasingly comes into one's own.Building field many employings rectangular column or K shape bracing members now, as rectangular column, regular sections is in use, and cylinder highlights metope, does not only take up certain interior space, and is unfavorable for putting of article of furniture.Wide H-shaped girder steel is when construction wall thickness under deck-siding is more than it, and indoor have beam to expose.Bring a lot of inconvenience thus to the life of people.Just need a kind of rigidity that both can meet support and intensity on market badly, the steel pipe of aesthetic can be played again.
Utility model content
The technical problems to be solved in the utility model is to provide a kind of rational in infrastructure, economical and practical and is applicable to many high-rise steel structure systems.
In order to solve the problems referred to above, this utility model embodiment proposes a kind of odd-shaped cross section beam column, regular sections post and supporting steel combined structure system, including rectangular column, special-shaped column, profiled beam and support bar, one end of described rectangular column and special-shaped column connects profiled beam and support bar, the two ends of described profiled beam are connected with rectangular column or special-shaped column, one end of described support bar connects profiled beam, and the other end of described support bar connects rectangular column or one end of special-shaped column；Described special-shaped column includes L-shaped, T-shaped, Z-shaped and four kinds of forms of cross, the steel pipe of described four kinds of forms is formed by rectangular steel pipe, rectangle steel and U-shaped steel, steel plate combination, described U-shaped steel by steel plate bending or combines, and described rectangle steel is directly combined by steel plate or first bends and combines afterwards；Described steel plate is to be spliced and combined by support unit to form, and the upper backup pad of described support unit and lower supporting plate are provided with for the upper cooperation breach fully mated with other support units and lower cooperation breach.
Wherein, described rectangular column uses clod wash rectangle steel or Plate Welding to form.
Wherein, described U-shaped steel is by steel plate bending or uses the mode of welding to make, and described rectangle steel is directly welded by steel plate or first bends and is welded afterwards.
Wherein, described L-shaped section steel pipe, can be welded by rectangle steel, can be welded by rectangle steel and U-shaped steel, it is also possible to formed by Plate Welding.
Wherein, described T section steel pipe, can be welded by rectangle steel, can be welded by rectangle steel and U-shaped steel, it is also possible to formed by Plate Welding.
Wherein, described Z-section steel pipe, can be welded by rectangle steel, can be welded by rectangle steel and U-shaped steel, it is also possible to formed by Plate Welding.
Wherein, described star section steel pipe, can be welded by rectangle steel, can be welded by rectangle steel and U-shaped steel, it is also possible to formed by Plate Welding.
Further, it is filled with concrete in described L-shaped, T-shaped, Z-shaped and the odd-shaped cross section beam column of four kinds of forms of cross, regular sections post and supporting steel combined structure system.
Wherein, described profiled beam cross-sectional form is H-shaped, and described H-shaped profiled beam can be hot rolling girder steel or welded steel beam, and described profiled beam includes two longerons and a crossbeam, two longeron width.
Wherein, the cross section of described support bar uses rectangle or H-shaped.
Wherein, the first bearing diagonal plate and the second bearing diagonal plate it is provided with between upper backup pad and the lower supporting plate of described support unit, described first bearing diagonal plate and the second bearing diagonal plate composition X-type support, the two ends of described upper backup pad and lower supporting plate are provided with the bolt hole for fastening with other support units.
Further, the thickness of described upper backup pad and lower supporting plate is equal, and the thickness of described upper cooperation breach and lower cooperation breach is equal, and the thickness of described upper cooperation breach and lower cooperation breach is equal to upper backup pad and the half of the thickness of lower supporting plate.
Having the beneficial effect that of technique scheme of the present utility model:
In such scheme, use the mode that rectangular column, special-shaped column, profiled beam and support bar are combined, people can be met residential housing is used requirement, it is adaptable to many high-rise whole cross sections of Special-Shaped Column are separated into multicell, when needed can in Special-Shaped Column fill concrete.Above-mentioned cross section in use saves space, also solves the problems such as steel construction Special-Shaped Column processing and fabricating difficulty.Simultaneously can in post concreting, rigidity and the bearing capacity of pillar can be effectively improved.
Accompanying drawing explanation
Fig. 1 is the structural representation of the combined system of this utility model embodiment；
Fig. 2 a is the structural representation of the special-shaped column of this utility model embodiment；
Fig. 2 b is the structural representation of the special-shaped column of this utility model embodiment；
Fig. 2 c is the structural representation of the special-shaped column of this utility model embodiment；
Fig. 2 d is the structural representation of the special-shaped column of this utility model embodiment；
Fig. 3 is the structural representation of the profiled beam of this utility model embodiment；
Fig. 4 is the internal structure schematic diagram of the steel plate of this utility model embodiment.
Description of reference numerals:
1, rectangle steel；
2, U-shaped steel；
3, concrete；
4, steel plate；
40, support unit；
41, lower cooperation breach；
42, bolt hole；
43, upper backup pad；
44, upper cooperation breach；
45, the first bearing diagonal plate；
46, lower supporting plate；
47, the second bearing diagonal plate.
6, profiled beam；
7, Z-shaped post；
8, rectangular column；
9, cross column；
10, T-shaped post；
11, L-shaped post；
12, support bar；
13, longeron；
14, crossbeam.
Detailed description of the invention
For making the technical problems to be solved in the utility model, technical scheme and advantage clearer, it is described in detail below in conjunction with the accompanying drawings and the specific embodiments.
As shown in Figures 1 to 4, the utility model proposes a kind of odd-shaped cross section beam column, regular sections post and supporting steel combined structure system, including rectangular column 8, special-shaped column, profiled beam 6, support bar 12, one end of described rectangular column 8 and special-shaped column connects profiled beam 6 and support bar 12, the two ends of described profiled beam 6 are connected with rectangular column 8 or special-shaped column, one end of described support bar 12 connects profiled beam 6, and the other end of described support bar 12 connects rectangular column 8 or one end of special-shaped column.Described special-shaped column includes L-shaped, T-shaped, Z-shaped and four kinds of forms of cross, the steel pipe of described four kinds of forms is combined by rectangle steel 1, rectangle steel 1 and U-shaped steel 2, steel plate 4, described U-shaped steel 2 is bent by steel plate 4 or is combined, and described rectangle steel 1 is directly combined by steel plate 4 or first bent and combines afterwards.Described steel plate 4 is to be spliced and combined by support unit 40 to form, and the upper backup pad 43 of described support unit 40 and lower supporting plate 46 are provided with for the upper cooperation breach 44 fully mated with other support units 40 and lower cooperation breach 42.
Wherein, the first bearing diagonal plate 45 and the second bearing diagonal plate 47 it is provided with between upper backup pad 43 and the lower supporting plate 46 of described support unit 40, described first bearing diagonal plate 45 and the second bearing diagonal plate 47 form X-type support, and the two ends of described upper backup pad 43 and lower supporting plate 46 are provided with the bolt hole 42 for fastening with other support units 4.
Further, described upper cooperation breach 44 and lower cooperation breach 42 and thickness are upper backup pad 43 and the half of lower supporting plate 46 thickness, so that described support unit 40 and other support units 40 can be fully mated, upper backup pad 43 after cooperation and the seam of lower supporting plate 46 are without projection, so that total is more uniformly stressed.
Wherein, described rectangular column 8 uses clod wash rectangle steel 1, U-shaped steel 2 and steel plate 4, steel plate 4 to be welded.
Wherein, described U-shaped steel 2 is bent or uses the mode of welding to make by steel plate 4.
Wherein, described rectangle steel 1 is directly welded by steel plate 4 or is first bent and is welded afterwards.
Wherein, described L-shaped section steel pipe, can be welded by rectangle steel 1, can be welded by rectangle steel 1 and U-shaped steel 2, it is also possible to be welded by steel plate 4.
Wherein, described T section steel pipe, can be welded by rectangle steel 1, can be welded by rectangle steel 1 and U-shaped steel 2, it is also possible to be welded by steel plate 4.
Wherein, described Z-section steel pipe, can be welded by rectangle steel 1, can be welded by rectangle steel 1 and U-shaped steel 2, it is also possible to be welded by steel plate 4.
Wherein, described star section steel pipe, can be welded by rectangle steel 1, can be welded by rectangle steel 1 and U-shaped steel 2, it is also possible to be welded by steel plate 4.
Further, it is filled with concrete 3 in described L-shaped, T-shaped, the Z-shaped and Special-Shaped Column section steel pipe of four kinds of forms of cross.
Wherein, described profiled beam 6 cross-sectional form is H-shaped, and described H-shaped profiled beam can be hot rolling girder steel or welded steel beam, and described profiled beam 6 includes two longerons 13 and a crossbeam 14, two longeron 13 width.
Wherein, the cross section of described support bar 12 uses rectangle or H-shaped.
In use, user can be carried out according to the shape of required steel pipe, carries out selecting " L ", " T ", " Z " or " ten " shaped sections steel pipe, is then filled with concrete in odd-shaped cross section beam column, regular sections post and supporting steel combined structure system.Increase rigidity and the bearing capacity of this steel pipe.
In such scheme, use the mode that rectangular column, special-shaped column, profiled beam and support bar are combined, people can be met residential housing is used requirement, it is adaptable to many high-rise whole cross sections of Special-Shaped Column are separated into multicell, when needed can in Special-Shaped Column fill concrete.Above-mentioned cross section in use saves space, also solves the problems such as steel construction Special-Shaped Column processing and fabricating difficulty.Simultaneously can in post concreting, rigidity and the bearing capacity of pillar can be effectively improved.
The above is preferred implementation of the present utility model; it should be pointed out that, for those skilled in the art, on the premise of without departing from principle described in the utility model; can also make some improvements and modifications, these improvements and modifications also should be regarded as protection domain of the present utility model.
Claims (10)
1. an odd-shaped cross section beam column, regular sections post and supporting steel combined structure system, it is characterized in that, including rectangular column, special-shaped column, profiled beam and support bar, one end of described rectangular column and special-shaped column connects profiled beam and support bar, the two ends of described profiled beam are connected with rectangular column or special-shaped column, one end of described support bar connects profiled beam, and the other end of described support bar connects rectangular column or one end of special-shaped column；Described special-shaped column includes L-shaped, T-shaped, Z-shaped and four kinds of forms of cross, the steel pipe of described four kinds of forms is formed by rectangle steel, rectangle steel and U-shaped steel, steel plate combination, described U-shaped steel by steel plate bending or combines, and described rectangle steel is directly combined by steel plate or first bends and combines afterwards；Described steel plate is to be spliced and combined by support unit to form, and the upper backup pad of described support unit and lower supporting plate are provided with for the upper cooperation breach fully mated with other support units and lower cooperation breach.
Odd-shaped cross section beam column the most according to claim 1, regular sections post and supporting steel combined structure system, it is characterised in that described rectangular column uses clod wash rectangle steel or Plate Welding to form.
Odd-shaped cross section beam column the most according to claim 1, regular sections post and supporting steel combined structure system, it is characterized in that, the first bearing diagonal plate and the second bearing diagonal plate it is provided with between upper backup pad and the lower supporting plate of described support unit, described first bearing diagonal plate and the second bearing diagonal plate composition X-type support, the two ends of described upper backup pad and lower supporting plate are provided with the bolt hole for fastening with other support units；The thickness of described upper backup pad and lower supporting plate is equal, and the thickness of described upper cooperation breach and lower cooperation breach is equal, and the thickness of described upper cooperation breach and lower cooperation breach is equal to upper backup pad and the half of the thickness of lower supporting plate.
Odd-shaped cross section beam column the most according to claim 1, regular sections post and supporting steel combined structure system, it is characterised in that described U-shaped steel is by steel plate bending or uses the mode of welding to make, and described rectangle steel is directly welded by steel plate or first bends and is welded afterwards.
Odd-shaped cross section beam column the most according to claim 1, regular sections post and supporting steel combined structure system, it is characterised in that described L-shaped section steel pipe, be welded by rectangle steel, or is welded by rectangle steel and U-shaped steel, or is formed by Plate Welding.
Odd-shaped cross section beam column the most according to claim 1, regular sections post and supporting steel combined structure system, it is characterised in that described T section steel pipe, be welded by rectangle steel, or is welded by rectangle steel and U-shaped steel, or is formed by Plate Welding.
Odd-shaped cross section beam column the most according to claim 1, regular sections post and supporting steel combined structure system, it is characterised in that described Z-section steel pipe, be welded by rectangle steel, or is welded by rectangle steel and U-shaped steel, or is formed by Plate Welding.
Odd-shaped cross section beam column the most according to claim 1, regular sections post and supporting steel combined structure system, it is characterised in that described star section steel pipe, be welded by rectangle steel, or is welded by rectangle steel and U-shaped steel, or is formed by Plate Welding.
Odd-shaped cross section beam column the most according to claim 1, regular sections post and supporting steel combined structure system, it is characterized in that, in described L-shaped, T-shaped, Z-shaped and the odd-shaped cross section beam column of four kinds of forms of cross, regular sections post and supporting steel combined structure system, be filled with concrete.
Odd-shaped cross section beam column the most according to claim 1, regular sections post and supporting steel combined structure system, it is characterized in that, described profiled beam cross-sectional form is H-shaped, described H-shaped profiled beam can be hot rolling girder steel or welded steel beam, described profiled beam includes two longerons and a crossbeam, two longeron width, the cross section of described support bar uses rectangle or H-shaped.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620212798.0U CN205577102U (en) | 2016-03-18 | 2016-03-18 | Odd -shaped cross section beam column, regular cross -section post and support steel integrated configuration system |
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| CN201620212798.0U CN205577102U (en) | 2016-03-18 | 2016-03-18 | Odd -shaped cross section beam column, regular cross -section post and support steel integrated configuration system |
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| CN205577102U true CN205577102U (en) | 2016-09-14 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106894508A (en) * | 2017-02-03 | 2017-06-27 | 寿光市远大建筑有限公司 | A kind of flooring combines framework |
| CN108104270A (en) * | 2016-11-24 | 2018-06-01 | 重庆市中科大业建筑科技有限公司 | A kind of clod wash multi-cavity steel tube concrete Special-Shaped Column and the rigid joint of H profile steel beam |
| CN111255156A (en) * | 2020-01-19 | 2020-06-09 | 中国矿业大学(北京) | Multi-cavity light metal pipe concrete column and frame |
-
2016
- 2016-03-18 CN CN201620212798.0U patent/CN205577102U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108104270A (en) * | 2016-11-24 | 2018-06-01 | 重庆市中科大业建筑科技有限公司 | A kind of clod wash multi-cavity steel tube concrete Special-Shaped Column and the rigid joint of H profile steel beam |
| CN106894508A (en) * | 2017-02-03 | 2017-06-27 | 寿光市远大建筑有限公司 | A kind of flooring combines framework |
| CN111255156A (en) * | 2020-01-19 | 2020-06-09 | 中国矿业大学(北京) | Multi-cavity light metal pipe concrete column and frame |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20161028 Address after: 100835 Beijing City, Haidian District Province, the Three Li River Road, No. 9 Hospital Human Resources Development Center Patentee after: Li Liming Address before: 100022 Beijing City, Chaoyang District, No. 20 East Road, 2 floor 202 room 1582 Patentee before: Beijing Asia-Pacific Kejian Steel Structure Technology Research Development Co., Ltd. |
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| TR01 | Transfer of patent right |
Effective date of registration: 20170323 Address after: 100022 Beijing City, Chaoyang District, No. 20 East Road, 2 floor 202 room 1582 Patentee after: Beijing Asia-Pacific Kejian Steel Structure Technology Research Development Co., Ltd. Address before: 100835 Beijing City, Haidian District Province, the Three Li River Road, No. 9 Hospital Human Resources Development Center Patentee before: Li Liming |
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| TR01 | Transfer of patent right |