CN203640161U - Building vertical column system - Google Patents
Building vertical column system Download PDFInfo
- Publication number
- CN203640161U CN203640161U CN201320875234.1U CN201320875234U CN203640161U CN 203640161 U CN203640161 U CN 203640161U CN 201320875234 U CN201320875234 U CN 201320875234U CN 203640161 U CN203640161 U CN 203640161U
- Authority
- CN
- China
- Prior art keywords
- column
- main plate
- column base
- cylinder
- building vertical
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 239000003351 stiffener Substances 0.000 claims description 36
- 239000004568 cement Substances 0.000 claims description 4
- 239000006260 foam Substances 0.000 claims description 4
- 238000000034 method Methods 0.000 abstract description 5
- 239000002994 raw material Substances 0.000 abstract description 5
- 230000003068 static effect Effects 0.000 abstract description 5
- 230000007613 environmental effect Effects 0.000 abstract description 4
- 230000003014 reinforcing effect Effects 0.000 abstract 2
- 238000004134 energy conservation Methods 0.000 abstract 1
- 238000007689 inspection Methods 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
Images
Classifications
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Working Measures On Existing Buildindgs (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model relates to the field of buildings, and discloses a building vertical column system which comprises column bodies, a lower main plate and an upper main plate, wherein a first column base is arranged on the upper main plate; a second column base is arranged on the lower main plate; the column bodies are respectively fixed between the upper main plate and the lower main plate through the first column base and the second column base; at least two reinforcing plates are arranged on the column bodies. According to the building vertical column system provided by the utility model, by respectively sleeving and inserting first column ends and second column ends at two ends of the column bodies into the upper main plate and the lower main plate, a sleeve box is simple in assembling mode when inserted, checking and repairing processes are convenient, a great amount of raw materials can be saved, the cost is lowered, and contribution to environmental friendliness and energy conservation is realized; moreover, due to multiple arrangement modes of the reinforcing plates, more stable transverse thrust and static load force can be generated under conditions of earthquake and air swinging; the column system is high in structural strength and wide in application range.
Description
Technical field
The utility model relates to building field, relates in particular to a kind of building vertical column system.
Background technology
At present, not only in assembling process, there is the problem that operation is loaded down with trivial details, cost is higher in the column in building field, and in assembling process, need more raw material to cause very large harm to environment, and in the situation that earthquake and wind pendulum occurs because horizontal thrust and the static load power of column can cause the problem that structural strength is low built on the sand.
Therefore,, for above deficiency, need to provide a kind of building vertical column system.
Utility model content
The technical problems to be solved in the utility model is the loaded down with trivial details and low problem of structural strength of building field central post assembling procedure.
In order to solve the problems of the technologies described above, the utility model provides a kind of building vertical column system, comprising: cylinder, lower mainboard and upper mainboard; Described upper mainboard is provided with the first column base, and described lower mainboard is provided with the second column base, and described cylinder is fixed between described upper mainboard and described lower mainboard by the first column base and the second column base respectively, and described cylinder is provided with at least two stiffeners.
Wherein, the two ends of described cylinder are respectively equipped with protruding column cap, and described cylinder one end is inserted in described the first column base by described column cap fit, and the other end is inserted in described the second column base by described column cap fit.
Wherein, in described cylinder, be provided with foam cement layer.
Wherein, between described cylinder and described the first column base, described the second column base, be all fixedly connected with screw by flange.
Wherein, adjacent described stiffener is mutually vertical or be positioned at same plane.
Wherein, described stiffener is welded on described cylinder.
Wherein, described stiffener is circular-arc.
Technique scheme tool of the present utility model has the following advantages: building vertical column system provided by the utility model by by first column cap at cylinder two ends and the second column cap respectively fit be inserted in upper mainboard and lower mainboard, the assembling mode that cover box inserts is simple, be convenient to inspection and maintenance, can save a large amount of raw material, not only reduce cost also for contribution has been made in environmental protection and energy saving, and the multiple set-up mode of stiffener can produce more firm horizontal thrust and static load power in the situation that of earthquake and wind pendulum, structural strength is high, applied widely.
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model embodiment building vertical column system;
Fig. 2 is the Facad structure schematic diagram that the utility model embodiment cylinder is connected with two stiffeners;
Fig. 3 is the top view that the utility model embodiment cylinder is connected with two stiffeners;
Fig. 4 is the top view that the utility model embodiment cylinder is connected with three stiffeners;
Fig. 5 is the top view that the utility model embodiment cylinder is connected with four stiffeners.
In figure: 1: the second column base; 2: lower mainboard; 3: the first stiffeners; 4: the second stiffeners; 5: cylinder; 6: upper mainboard; 7: the first column bases; 8: the first flange; 9: the second flange; 10: the first column caps; 11: the second column caps; 12: the three stiffeners; 13: the four stiffeners.
The specific embodiment
Below in conjunction with drawings and Examples, the specific embodiment of the present utility model is described in further detail.Following examples are used for illustrating the utility model, but are not used for limiting scope of the present utility model.
As shown in Figure 1, the building vertical column system that the utility model embodiment provides, upper mainboard 6 is provided with the first column base 7, Open Side Down for the first column base 7, lower mainboard 2 is provided with the second column base 1, the opening upwards of the second column base 1, the second column base 1 is vertical corresponding with the first column base 7, cylinder 5 two ends are respectively arranged with the first column cap 10 of projection and the second column cap 11 of projection, the first column cap 10 and the second column cap 11 respectively fit are inserted in the opening of the first column base 7 and the second column base 1, the assembling mode that cover box inserts is simple, be convenient to inspection and maintenance, and can save a large amount of raw material, not only reduce cost also for contribution has been made in environmental protection and energy saving, on cylinder 5, be at least welded with two circular-arc stiffeners, circular-arc stiffener can produce more firm horizontal thrust and static load power in the situation that of earthquake and wind pendulum, between the upper end of cylinder 5 and the first column base 7, be fixedly connected with screw by the first flange 8 respectively, between the lower end of cylinder 5 and the second column base 1, be also fixedly connected with screw by the second flange 9.
On cylinder 5, can weld two or more stiffeners, the quantity of stiffener depends on the demand of structural strength, and adjacent stiffener is mutually vertical or be positioned at same plane; Preferably, weld two stiffeners on cylinder 5, the first stiffener 3 and the second stiffener 4 are positioned at same plane, as shown in Figures 2 and 3.
As shown in Figure 4, weld three stiffeners on cylinder 5, the first stiffener 3, the 3rd stiffener 12 are mutually vertical with the 4th stiffener 13.
As shown in Figure 5, weld four stiffeners on cylinder 5, the first stiffener 3, the second stiffener 4, the 3rd stiffener 12 are mutually vertical with the 4th stiffener 13.
Preferably, be provided with foam cement layer in cylinder 5, foam cement layer can sound insulation, fire prevention and insulation.
The building vertical column system that the utility model provides, first on upper mainboard 6, be provided with the first column base 7, on lower mainboard 2, be provided with again the second column base 1, the first column cap 10 of cylinder 5 projections is inserted in upper mainboard 6 by the first column base 7, the second column cap 11 of cylinder 5 projections is inserted in lower mainboard 2 by the second column base 1, use again the first flange 8 fixed cylinders 5 and the first column base 7, with the second flange 9 fixed cylinders 5 and the second column base 1, finally on cylinder 5, weld stiffener according to demand.
In sum, building vertical column system provided by the utility model by by first column cap at cylinder two ends and the second column cap respectively fit be inserted in upper mainboard and lower mainboard, the assembling mode that cover box inserts is simple, be convenient to inspection and maintenance, can save a large amount of raw material, not only reduce cost also for contribution has been made in environmental protection and energy saving, and the multiple set-up mode of stiffener can produce more firm horizontal thrust and static load power in the situation that of earthquake and wind pendulum, structural strength is high, applied widely.
Above embodiment only, in order to the technical solution of the utility model to be described, is not intended to limit; Although the utility model is had been described in detail with reference to previous embodiment, those of ordinary skill in the art is to be understood that: its technical scheme that still can record aforementioned each embodiment is modified, or part technical characterictic is wherein equal to replacement; And these modifications or replacement do not make the essence of appropriate technical solution depart from the spirit and scope of the each embodiment technical scheme of the utility model.
Claims (7)
1. a building vertical column system, is characterized in that, comprising: cylinder (5), lower mainboard (2) and upper mainboard (6); Described upper mainboard (6) is provided with the first column base (7), described lower mainboard (2) is provided with the second column base (1), described cylinder (5) is fixed between described upper mainboard (6) and described lower mainboard (2) by the first column base (7) and the second column base (1) respectively, and described cylinder (5) is provided with at least two stiffeners.
2. building vertical column system according to claim 1, it is characterized in that: the two ends of described cylinder (5) are respectively equipped with protruding column cap (10), described cylinder (5) one end is inserted in described the first column base (7) by described column cap (10) fit, and the other end is inserted in described the second column base (1) by described column cap (10) fit.
3. building vertical column system according to claim 1, is characterized in that: described cylinder is provided with foam cement layer in (5).
4. building vertical column system according to claim 1, is characterized in that: between described cylinder (5) and described the first column base (7), described the second column base (1), be all fixedly connected with screw by flange.
5. building vertical column system according to claim 1, is characterized in that: adjacent described stiffener is mutually vertical or be positioned at same plane.
6. building vertical column system according to claim 1, is characterized in that: described stiffener is welded on described cylinder (5).
7. building vertical column system according to claim 1, is characterized in that: described stiffener is circular-arc.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320875234.1U CN203640161U (en) | 2013-12-27 | 2013-12-27 | Building vertical column system |
| PCT/CN2014/001163 WO2015096192A1 (en) | 2013-12-27 | 2014-12-23 | Building column system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320875234.1U CN203640161U (en) | 2013-12-27 | 2013-12-27 | Building vertical column system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203640161U true CN203640161U (en) | 2014-06-11 |
Family
ID=50871417
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320875234.1U Expired - Lifetime CN203640161U (en) | 2013-12-27 | 2013-12-27 | Building vertical column system |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN203640161U (en) |
| WO (1) | WO2015096192A1 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2015096192A1 (en) * | 2013-12-27 | 2015-07-02 | 仙泊绿建筑有限公司 | Building column system |
| WO2016077943A1 (en) * | 2014-11-17 | 2016-05-26 | 仙泊绿建筑有限公司 | Building supporting unit and building supporting structure employing same |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100626544B1 (en) * | 2005-01-31 | 2006-09-25 | 삼성물산 주식회사 | Hybrid Beam of Steel Plate and Concrete, and High Streng Hybrid Structure System Using The Same |
| CN201512863U (en) * | 2009-09-04 | 2010-06-23 | 张跃 | Building vertical column |
| CN203334544U (en) * | 2013-05-14 | 2013-12-11 | 潘存勋 | Building stand column |
| CN203640161U (en) * | 2013-12-27 | 2014-06-11 | 潘存勋 | Building vertical column system |
| CN204059586U (en) * | 2014-07-25 | 2014-12-31 | 潘存勋 | A kind of building vertical column system |
| CN204059585U (en) * | 2014-07-25 | 2014-12-31 | 潘存勋 | A kind of building vertical column system |
-
2013
- 2013-12-27 CN CN201320875234.1U patent/CN203640161U/en not_active Expired - Lifetime
-
2014
- 2014-12-23 WO PCT/CN2014/001163 patent/WO2015096192A1/en active Application Filing
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2015096192A1 (en) * | 2013-12-27 | 2015-07-02 | 仙泊绿建筑有限公司 | Building column system |
| WO2016077943A1 (en) * | 2014-11-17 | 2016-05-26 | 仙泊绿建筑有限公司 | Building supporting unit and building supporting structure employing same |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2015096192A1 (en) | 2015-07-02 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170609 Address after: 264500 Rushan Bay New District, Weihai, Shandong Patentee after: SINBO GREEN BUILDING Corp.,Ltd. Address before: 614407 Daxing County, Qianwei County, Daxing County, Sichuan Province, No. 18 Patentee before: Pan Cunxun |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20221207 Address after: 315000 104-20, building 5, No. 211 Xingguang Road, high tech Zone, Ningbo, Zhejiang Patentee after: Xianbo Construction Technology Co.,Ltd. Address before: 264500 Haiwan new area, Rushan City, Weihai City, Shandong Province Patentee before: SINBO GREEN BUILDING Corp.,Ltd. |