CN104847043B - Compression reinforcement skeleton structure - Google Patents
Compression reinforcement skeleton structure Download PDFInfo
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- CN104847043B CN104847043B CN201510195841.7A CN201510195841A CN104847043B CN 104847043 B CN104847043 B CN 104847043B CN 201510195841 A CN201510195841 A CN 201510195841A CN 104847043 B CN104847043 B CN 104847043B
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- steel plate
- steel
- top layer
- reinforcement cage
- plate
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- 230000002787 reinforcement Effects 0.000 title claims abstract description 40
- 230000006835 compression Effects 0.000 title claims abstract description 13
- 238000007906 compression Methods 0.000 title claims abstract description 13
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 155
- 239000010959 steel Substances 0.000 claims abstract description 155
- 230000001012 protector Effects 0.000 claims description 16
- 238000009432 framing Methods 0.000 claims description 8
- 230000007797 corrosion Effects 0.000 claims description 5
- 238000005260 corrosion Methods 0.000 claims description 5
- 239000000463 material Substances 0.000 claims description 4
- 238000003466 welding Methods 0.000 abstract description 6
- 238000005452 bending Methods 0.000 abstract description 3
- 239000011324 bead Substances 0.000 abstract 4
- 238000010276 construction Methods 0.000 description 4
- 239000004575 stone Substances 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 229910000679 solder Inorganic materials 0.000 description 1
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Abstract
The invention discloses a compression reinforcement skeleton structure which comprises a top steel plate and a bottom steel plate, wherein steel columns are vertically connected with the parts, close to the two ends, of the top steel plate and the bottom steel plate; the steel columns are integrally connected with the top steel plate and the bottom steel plate respectively; the tops of the steel columns penetrate through the upper surface of the top steel plate and extend to the outer side of the upper surface of the top steel plate; angle beads are arranged at parts, close to the two ends, in the top steel plate and are in right triangle structures; the two angle beads are arranged symmetrically; a steel protection plate is connected between the two angle beads; the two ends of the steel protection plate penetrate through the two angle beads respectively and are welded with the top steel plate; and the top steel plate and the bottom steel plate is provided with a reinforcement cage located between the two steel columns. The compression reinforcement skeleton structure is safe and simple in construct; the structural strength is ensured; the skeleton structure has low possibility of falling by utilizing a welding manner, has good compression resistance, and has low possibility of bending caused by excessive pressure; the compression strength of the skeleton structure is greatly improved; and the overall strength of the structure is further improved.
Description
Technical field
The present invention relates to a kind of framing structure, particularly to a kind of compression reinforcement framing structure.
Background technology
Steel skeleton is usually used in used in stone curtain wall and dry-hang stone engineering, in stone curtain wall and dry-hang stone engineering
The steel skeleton being used all is formed through electric welding using channel-section steel and angle bar, if solder joint insecure it is more likely that leading to take off
Fall phenomenon.And general steel skeleton bear dynamics limited it is impossible to more preferable bearing load, if simply adopting simple reinforcing bar to put down
Straight cross weld, often because situations such as gravity is excessive leads to sealing-off, and tensile strength is little, and after the stress of top, bottom resists
Tensile strength is not enough, leads to overall anti-bending strength also poor it is also possible to lead to phenomenon of rupture it is impossible to preferably build for construction
If in.
Content of the invention
The technical problem to be solved in the present invention is: overcomes the problems referred to above, provides a kind of construction safety and simple, both ensure that
Structural strength, again difficult for drop-off using welding manner, there is the compression reinforcement framing structure of good crushing resistance.
To achieve these goals, the technical solution used in the present invention is such that the compression reinforcement skeleton knot of the present invention
Structure, including top layer steel plate and bottom steel plate, top layer steel plate and bottom steel plate are all vertically connected with steel column at two ends, and steel column divides
Integrally connected not and top layer steel plate and bottom steel plate between, steel column top extends on top layer steel plate through top layer upper surface of steel plate
Outer side surface, is equipped with corner protector in top layer steel plate at two ends, the rectangular triangular structure of corner protector, and two corner protectors are symmetrical arranged,
It is connected with steel panel, steel panel two ends are each passed through two corner protectors and the welding of top layer steel plate, top layer steel plate and bottom between two corner protectors
Steel plate and be located at two steel columns between be provided with steel reinforcement cage, the arcwall face that steel reinforcement cage is contacted with top layer steel plate and bottom steel plate respectively welds
It is connected in top layer steel plate and bottom steel plate, be provided with bracing frame in steel reinforcement cage, bracing frame adopts decussate texture, bracing frame and reinforcing bar
Weld between cage.
Further, as a kind of specific version, it is provided between top layer steel plate of the present invention and steel panel
Fixing support.
Further, as a kind of specific version, top layer steel plate of the present invention and bottom steel plate surface Jun Bao
It is covered with corrosion-resistant material layer.
Further, as a kind of specific version, between steel reinforcement cage of the present invention and bracing frame, it is provided with stress
Component, primary structure member is arranged at steel reinforcement cage and bracing frame interconnection.
Further, as a kind of specific version, built-in expansion between steel column of the present invention and bottom steel plate
Bolt.
Further, as a kind of specific version, steel reinforcement cage of the present invention and top layer steel plate and bottom steel plate
Junction is also equiped with reinforcement.
Compared with prior art, it is an advantage of the current invention that: this compression reinforcement framing structure construction safety and simple, both protected
Demonstrate,prove structural strength, again difficult for drop-off using welding manner, there is good crushing resistance, be difficult to produce bending now because pressure is excessive
As so as to comprcssive strength increases substantially, further increasing the bulk strength of structure itself.
Brief description
The present invention is further described with reference to the accompanying drawings and examples.
Fig. 1 is the structural representation of the present invention；
In figure: 1. top layer steel plate；2. steel panel；3. corner protector；4. steel column；5. bottom steel plate；6. steel reinforcement cage；7. bracing frame.
Specific embodiment
In conjunction with the accompanying drawings, the present invention is further detailed explanation.These accompanying drawings are the schematic diagram of simplification, only with
Illustration illustrates the basic structure of the present invention, and therefore it only shows the composition relevant with the present invention.
The preferred embodiment of compression reinforcement framing structure of the present invention as shown in Figure 1, including top layer steel plate 1 and bottom steel plate
5, top layer steel plate 1 and bottom steel plate 5 are all vertically connected with steel column 4 at two ends, steel column 4 respectively with top layer steel plate 1 and bottom
Integrally connected between steel plate 5, steel column 4 top extends in outside top layer steel plate 1 upper surface through top layer steel plate 1 upper surface, top layer
Be equipped with corner protector 3, the rectangular triangular structure of corner protector 3 at the two ends in steel plate 1, two corner protectors 3 are symmetrical arranged, two corner protectors 3 it
Between be connected with steel panel 2, steel panel 2 two ends are each passed through two corner protectors 3 and are welded with top layer steel plate 1, top layer steel plate 1 and bottom steel plate
5 and be located at two steel columns 4 between be provided with steel reinforcement cage 6, the arcwall face that steel reinforcement cage 6 is contacted with top layer steel plate 1 and bottom steel plate 5 is respectively
It is welded in top layer steel plate 1 and bottom steel plate 5, is provided with bracing frame 7 in steel reinforcement cage 6, bracing frame 7 adopts decussate texture, support
Weld between frame 7 and steel reinforcement cage 6, fixing support, described top layer steel plate 1 and bottom are installed between described top layer steel plate 1 and steel panel 2
Layer steel plate 5 surface is all coated with corrosion-resistant material layer, is provided with primary structure member, primary structure member between described steel reinforcement cage 6 and bracing frame 7
It is arranged at steel reinforcement cage 6 and bracing frame 7 interconnection, built-in expansion bolt between described steel column 4 and bottom steel plate 5, described steel
Muscle cage 6 is also equiped with reinforcement with top layer steel plate 1 and bottom steel plate 5 junction.
The compression reinforcement framing structure construction safety of the present invention and simple, both ensure that structural strength, using welding manner
Again difficult for drop-off, there is good crushing resistance, be difficult to produce buckling phenomenon so as to comprcssive strength significantly carries because pressure is excessive
Height, further increases the bulk strength of structure itself.Fixing support is installed between described top layer steel plate 1 and steel panel 2, can be by
Well it is fixedly connected between top layer steel plate 1 and steel panel 2；Described top layer steel plate 1 and bottom steel plate 5 surface are all coated with anti-
Corrosion material layer, enhances top layer steel plate 1 and the corrosion resistance of bottom steel plate 5；Set between described steel reinforcement cage 6 and bracing frame 7
There is primary structure member, primary structure member is arranged at steel reinforcement cage 6 and bracing frame 7 interconnection, improves the dynamics of bearing further；Described
Between steel column 4 and bottom steel plate 5, built-in expansion bolt, strengthens connectivity；Described steel reinforcement cage 6 and top layer steel plate 1 and bottom steel
Plate 5 junction is also equiped with reinforcement so as to be connected more firm between steel reinforcement cage 6 and top layer steel plate 1 and bottom steel plate 5, is subject to
Power is higher.
With the above-mentioned desirable embodiment according to the present invention for enlightenment, by above-mentioned description, relevant staff is complete
Entirely various change and modification can be carried out in the range of without departing from this invention technological thought.The technology of this invention
The content that property scope is not limited in description it is necessary to determine its technical scope according to right.
Claims (1)
1. a kind of compression reinforcement framing structure, including top layer steel plate and bottom steel plate it is characterised in that: top layer steel plate and bottom steel
Plate is all vertically connected with steel column at two ends, steel column integrally connected and top layer steel plate and bottom steel plate between respectively, steel column top
Portion extends in outside top layer upper surface of steel plate through top layer upper surface of steel plate, is equipped with corner protector in top layer steel plate at two ends,
The rectangular triangular structure of corner protector, two corner protectors are symmetrical arranged, and are connected with steel panel between two corner protectors, and steel panel two ends are each passed through
Two corner protectors and top layer steel plate weld, top layer steel plate and bottom steel plate and be located at and be provided with steel reinforcement cage, steel reinforcement cage and top between two steel columns
The arcwall face of layer steel plate and bottom steel plate contact is respectively welded in top layer steel plate and bottom steel plate, is provided with support in steel reinforcement cage
Frame, bracing frame adopts decussate texture, welds, be provided between described top layer steel plate and steel panel between bracing frame and steel reinforcement cage
Fixing support, described top layer steel plate and bottom steel plate surface are all coated with corrosion-resistant material layer, between described steel reinforcement cage and bracing frame
It is provided with primary structure member, primary structure member is arranged at steel reinforcement cage and bracing frame interconnection, interior between described steel column and bottom steel plate
Put expansion bolt, described steel reinforcement cage is also equiped with reinforcement with top layer steel plate and bottom steel plate junction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510195841.7A CN104847043B (en) | 2015-04-23 | 2015-04-23 | Compression reinforcement skeleton structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510195841.7A CN104847043B (en) | 2015-04-23 | 2015-04-23 | Compression reinforcement skeleton structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104847043A CN104847043A (en) | 2015-08-19 |
| CN104847043B true CN104847043B (en) | 2017-01-18 |
Family
ID=53846990
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510195841.7A Active CN104847043B (en) | 2015-04-23 | 2015-04-23 | Compression reinforcement skeleton structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104847043B (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202401626U (en) * | 2011-12-01 | 2012-08-29 | 沈阳远大铝业工程有限公司 | Curtain wall with T-shaped steel structure |
| CN103104057A (en) * | 2011-11-11 | 2013-05-15 | 沈阳远大铝业工程有限公司 | Full-glass self-balance glass curtain wall |
| CN203475658U (en) * | 2013-08-07 | 2014-03-12 | 厦门佰地建筑设计有限公司 | Connecting structure of curtain wall and high-level structural body |
| KR20140102922A (en) * | 2013-02-15 | 2014-08-25 | 주식회사 케이씨씨 | Structure for installing a curtain wall for steel framed reinforced concrete structure |
| CN204266423U (en) * | 2014-11-04 | 2015-04-15 | 吴亚春 | A kind of steel building curtain wall |
-
2015
- 2015-04-23 CN CN201510195841.7A patent/CN104847043B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103104057A (en) * | 2011-11-11 | 2013-05-15 | 沈阳远大铝业工程有限公司 | Full-glass self-balance glass curtain wall |
| CN202401626U (en) * | 2011-12-01 | 2012-08-29 | 沈阳远大铝业工程有限公司 | Curtain wall with T-shaped steel structure |
| KR20140102922A (en) * | 2013-02-15 | 2014-08-25 | 주식회사 케이씨씨 | Structure for installing a curtain wall for steel framed reinforced concrete structure |
| CN203475658U (en) * | 2013-08-07 | 2014-03-12 | 厦门佰地建筑设计有限公司 | Connecting structure of curtain wall and high-level structural body |
| CN204266423U (en) * | 2014-11-04 | 2015-04-15 | 吴亚春 | A kind of steel building curtain wall |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104847043A (en) | 2015-08-19 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| EXSB | Decision made by sipo to initiate substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| CB03 | Change of inventor or designer information |
Inventor after: Niu Yimin Inventor after: Gao Changjin Inventor after: Li Guowei Inventor before: Jiu Jiaxu |
|
| COR | Change of bibliographic data | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20161110 Address after: 054014, Hebei, Xingtai province Xingtai county head Township Road Village No. 094 Applicant after: Niu Yimin Applicant after: Gao Changjin Applicant after: Li Guowei Address before: 610000 Sichuan city of Chengdu province Jinjiang District East Street No. 139 Building 1 3 floor No. 4 Applicant before: Chengdu Kechuang Jiasi Technology Co., Ltd. |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170519 Address after: 050011 Shijiazhuang, South Building, Hebei, South Street, No. 38 Patentee after: CSCEC ROAD AND BRIDGE GROUP CO., LTD. Address before: 054014, Hebei, Xingtai province Xingtai county head Township Road Village No. 094 Co-patentee before: Gao Changjin Patentee before: Niu Yimin Co-patentee before: Li Guowei |